Tender For Composite Work Of Construction Of New Administrative Building, Service Building And Related Structures Including Civil, Electrical, Lan, Mechanical, Av And Other Allied Works In North Site, Barc, Trombay, Mumbai., Trombay-Maharashtra

TDR : 52553976

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Trombay , Maharashtra

Tender Brief : Corrigendum : Tender For Composite Work Of Construction Of New Administrative Building, Service Building And Related Structures Including Civil, Electrical, Lan, Mechanical, Av And Other Allied Works In North Site, Barc, Trombay, Mumbai.

Document Fees
Refer document

EMD
₹ 13952790.0 /-

Tender Value
₹ 109.76 Crore /-

Submission Date
27-01-2026

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	04-12-2025	eCorrigendumNo3ET59	Other	27-01-2026
2	04-12-2025	eCorrigendumNo2ET59	Other	27-01-2026
3	24-11-2025	eCorrigendumNo1ET59	Other	27-01-2026

Name of Work: Composite work of construction of New Administrative Building, Service Building and related structures including Civil, Electrical, LAN, Mechanical, AV and other allied works in North Site, BARC, Trombay, Mumbai.

Sl. No.	Item Description
1	Part-1: Civil WorksSECTION - A : Piling WorksForming vertical piles by boring through fill and all kinds of soils including hard murrum with gravel and chiselling through occassional boulders and soft / weathered / hard rock by continuous mud circulation technique using bentonite slurry and/or bailer boring / Rotary Drilling method as specified, including conducting Standard Penetrationtest all as instructed by Engineer InCharge, carting away the bored excavated soil upto a lead of 600 M,fixing reinforcement as per drawing, casting the piles with Specifiedgrade concrete by tremie only, using graded stone aggregates of maximum size 20 mm, ordinary portland cement or portland pozzolona cement (as approved) withminimum cement content as per the latest revision of relevant IS codes and with water cement ratio including the water contained in the aggregates not exceeding 0.40 etc. all as specified. The Rate includes concreting a minimum of 600 mm above specified cut-off levels (actual cutoff may vary depending upon site condition), cutting/breakingof piles (using mechanical means preferably hydraulic Pile chipping machine) from concrete top upto cut-off level specified including cost of all materials, admixtures, (Naphthalene/Melamine based or approvedsuper plasticisers), if used with the prior approval of Engineer-in-Charge. Including transporting, mobilisation, erection, commissioning all necessary plant equipment and removal of same after completion as required & directed by Engineer-in-Charge, excavation, dewateringby pumps or well points and also for cut-off chipping, forming/ finishing pile top at cut - off level all as required etc. excluding cost of Steel Reinforcement but including cost of boring with bentonite solution and temporary casing for approprite length for setting outand removal of same complete. The boring shall be done byHydraulic Rotary Pilling Rigs only. The rate shall be inclusive of transportation & erection of all type of plants, & tools, labour etc. along with RMC (Ready Mixed Concrete) complete as directed by Engineer-in-Charge.Note : 1) The contractor shall carry out SPT in 1st pile cast in each group/ pile cap in order to establish change of strata (COS) for measurement and record purpose.2) The rate shall be inclusive of cost of bentonite slurry for pile bore stabilization.3) The height of concrete above pile-cut off level shall be minimum600 mm. Any shortfall, after pile breaking, shall have to be built up by the contractor at their own cost and nothing extra will be paid on this account.
2	Part of pile in fill and all kinds of soils including hard murrum with gravel, soft rock andoccassional hard/weathered rock & boulders (M 45 Grade Concrete).- 600mm Dia Pile
3	Part of pile inhard / weathered rock (M 45 Grade Concrete). - 600mm Dia Pile.
4	Empty boring, to bemeasured from working ground level tocut-off level of piles having 600 mm diameter:Note:The rate shall include (1) the cost of concrete of M45 grade from 600mm above cut-off level upto working ground level/casing top considering overflow for visual inspection, before termination of casting of the pile. (2) cutting/breakingof piles from overflow concrete top upto 600mm above cut-off level.
5	Conducting Initial load testing of piles in accordance with the latest version of IS:2911 (PART IV) including transporting , mobilisation, erection, commissioning all necessary plant, equipment and removal of same after completion as required & directed by Engineer-in-Charge. The scope of work includes installation of loading platform (including construction of anchor piles or kenteledge load) and preparation of pile head or construction of Test cap and dismantling of test cap after test and removal of same after completion as required etc. complete as per specification & as directed by the Engineer-in-Charge at site.Note: Detailed test report to be submitted by the contractor.
6	Vertical Load Test for 600 dia piles Test Load upto 350 MT
7	Lateral Load Test for 600 mm dia piles Test load upto 90 MT
8	Pullout Load Test for 600 mm dia piles Test Load upto 210 MT
9	Conducting Routine load testing of piles in accordance with the latest version of IS:2911 (PART IV) including transporting, mobilisation, erection, commissioningall necessary plant, equipment and removal of same after completion as required & directed by Engineer-in-Charge, installation of loading platformand preparatiuon of pile head or construction of Test cap and dismantling of test cap after test and removal of same after completion as equired etc. complete as per specification & as directed by the Engineer-in-Charge at site.Note: Detailed test report to be submitted by the contractor.
10	Vertical Load Test - For 600 dia piles -Test Load upto 250 MT
11	Lateral load test for 600 mm Dia piles- Test Load upto 15 MT
12	Conducting Pile Integrity test (PIT)/NDT integrity testing on piles as per the latest version ofIS14893 and as directed by the Engineer-In-Charge at site.
13	Conducting High Strain Dynamic Load Test (HSDLT) on piles up to 150 MT capacity in accordance with ASTM D4945 and IRC:78–2014, including mobilization and demobilization charges for the dropping arrangement, drop hammer, and testing instruments. The scope includes deployment of qualified engineer and helpers, hydra hire charges, preparation and submission of the test report as per specifications and standards.
14	SECTION - B: ExcavationEarth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete andas directed by the Engineer-in-charge
15	From 0.00 to 1.50 m depth from avg. Ground Level
16	from 1.50 m to 3.00 m depth from avg. Ground Level
17	from 3.00 m to 4.50 m depth from avg. Ground Level
18	from 4.50 m to 6.00 m depth from avg. Ground Level
19	from 6.00m to 7.50 m depth from avg. Ground Level
20	Earth work excavation by mechanical means (Hydraulic excavator) / manual means in foundation, in Soft Rockincluding shoring, dewatering if necessary, dressing the sides, ramming the bottom, refilling the sidesetc. with available selected excavated earth in layers of not exceeding 500 mm in depth, each layer well rammed and consolidated disposal of surplus excavated material within a lead of 200 m complete as per specifications and as directed by the Engineer-in-charge.
21	From 0.00 to 1.50 m depth from avg. Ground Level
22	from 1.50 m to 3.00 m depth from avg. Ground Level
23	from 3.00 m to 4.50 m depth from avg. Ground Level
24	from 4.50 m to 6.00 m depth from avg. Ground Level
25	from 6.00m to 7.50 m depth from avg. Ground Level
26	Earth work excavation in foundationin Hard Rockby Chiselling and / or by mechanical means (Hydraulic excavator)/ Manual means including dewatering if necessary, dressing the sides, ramming the bottom,and stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available selected excavated earth in layers not exceeding 500 mm in depth, each layer well rammed and consolidated etc.complete all as per specifications and as directed by the Engineer-in-Charge.
27	From 0.00 to 1.50 m depth from avg. Ground Level
28	from 1.50 m to 3.00 m depth from avg. Ground Level
29	from 3.00 m to 4.50 m depth from avg. Ground Level
30	from 4.50 m to 6.00 m depth from avg. Ground Level
31	from 6.00m to 7.50 m depth from avg. Ground Level
32	Lead charges for Lead exceeding 1 KM but not exceeding 2 KM, by mechanical transport including loading, unloading, stacking / levelling etc. Note: The rates are applicable for NET Quantities arrived at after making deduction for voids @ 20% in respect of soil and @ 50% in respect of Rock from corresponding STACK / TRUCK Measurement
33	Soil
34	Rock
35	Lead charges for lead exceeding 2 KM but not exceeding 3 KM, by mechanical transport including loading, unloading, stacking / levelling etc. Note: The rates are applicable for NET Quantities arrived at after making deduction for voids @ 20% in respect of soil and @ 50% in respect of Rock from corresponding STACK / TRUCK Measurement
36	Soil
37	Rock
38	Labour charges for murum filling under floors of specified thick in layers of not exceeding 150mm thickness including consolidation etc. complete (using murrum available at site)
39	Murum fillingunder floors of specifiedthickness in layers ofnot more than 150 mm thickness including supplying required materials andconsolidation etc. complete (Murrum to be brought from out side campus of BARC)
40	Lead charges for Debris, lead Exceeding 1 KM but not exceeding 2 KM, by mechanical transport including loading, unloading, stacking / levelling etc. Note: The rate is applicable for the NET Quantities arrived at after making deductions for voids @ 30% in respect of Debris from the corresponding Stack / Truck measurements.
41	Lead charges for Debris, lead Exceeding 2 KM but not exceeding 3 KM, by mechanical transport including loading, unloading, stacking / levelling etc. Note: The rate is applicable for the NET Quantities arrived at after making deductions for voids @ 30% in respect of Debris from the corresponding Stack / Truck measurements.
42	Supplying, stacking and laying of 230mm thick rubble soling stones as under floor base including packing with smaller stone and compacting, ramming including spreading and consolidation of blinding material, moorum etc. complete all as per specifications and as directed by the Engineer-in-charge
43	Providing and laying, spreading and compacting granular sub-base (GSB) material 300 mm thick (150 mm thick in each layer) compacted layer of crushed sand, murrum, gravel crushed stone and combination there of as per specification including spreading on the prepared sub grade, maintaining the required slope and grade and cross fall (camber) etc. complete as directed by the Engineer-in-charge (Compacted thickness only will be measured and paid for.)
44	SECTION - C : P.C.C. , R.C.C. andFormworkProviding and laying in position cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) with minimum cement content as per the latest revision of relevant IS codes including consolidation, finishing, curing etc. complete as per specificationsand drawings but excluding the cost of Form work shuttering, centering Complete at all levels.
45	Providing and fixing at all levels, precast members using cement concrete 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of max. size 20 mm) with minimum cement content as per the latest revision of relevant IS codes in, copings and / or bed blocks, plain window sills, shelves, louvers, steps, staircases, trench covers, drain covers etc. including hoisting and setting in position with C.M 1:3 (using crushed sand) cost of required centering, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (using Crushed sand) on exposed surfaces complete as per specifications at all levels upto 50m.
46	Providing and Fixing 50 mm thickReinforced precast Jaliin C.C 1:2:4 with minimum cement content as per the latest revision of relevant IS codes of approved pattern and from approved Manufacturer or approved equivalent meeting the technical specifications as per relevant codes and standards including pointing and proper joining of Junctions complete as specified by the Engineer-in-Charge.
47	Providing and laying in position Reinforced Cement Concrete (RCC)of grade M-20 with minimum cement content as per the latest revision of relevant IS codes using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved quality (plasticisers / super plasticisers),weigh batching,mechanical mixing, transporting,placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications up to Plinth Level.
48	Providing and laying in position Reinforced Cement Concrete (RCC)of grade M-20 with minimum cement content as per the latest revision of relevant IS codes using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved quality(plasticisers / super plasticisers),weigh batching,mechanical mixing, transporting,placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications in superstructure at all levels upto 50 m above plinth level .
49	Providing and laying in position Reinforced CementConcrete (RCC) of grade M-30 with minimum cement content as per the latest revision of relevant IS codes using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved quality (plasticiser or super plasticiser) if required, including weigh batching,mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications up to Plinth Level.
50	Providing and laying in position Reinforced CementConcrete (RCC) of grade M-30 with minimum cement content as per the latest revision of relevant IS codes using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved quality (plasticiser or super plasticiser) if required, including weigh batching,mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications in superstructure at all levels upto 20 m above plinth level .
51	Providing and laying in position Reinforced CementConcreteof Grade M-45 with minimum cement content as per the latest revision of relevant IS codes using 20mm maximum size aggregates and crushed sand of approved quality includingweigh batching,mechanical mixing, transporting , placing, vibrating, including admixtures of approved quality (plasticiser or super plasticiser) if required,consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications in Sub-structure upto plinth level.
52	Providing and laying in position Reinforced CementConcreteof Grade M-45 with minimum cement content as per the latest revision of relevant IS codes using 20mm maximum size aggregates and crushed sand of approved quality includingweigh batching,mechanical mixing, transporting , placing, vibrating, including admixtures of approved quality (plasticiser or super plasticiser) if required,consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications in Super-structure at all levels up to 50 m above Plinth Level.
53	Extra for providing RMC (Ready Mixed Concrete) conforming to IS : 4926 (latest) in lieu of conventional PCC/RCC items supplied by RMC plant outside BARC, Trombay premises of approved Manufacturer or approved equivalent meeting the technical specifications as per relevant codes and standards for all type of structural elements/ RCC/ PCC elements including transporting, pumping etc. complete as per instruction of the Engineer in charge. Notes: 1) The contractor shall obtain prior approval for RMC manufacturer from Engineer in Charge in writing.2) The rate shall apply for all levels and locations including all type of structure etc.3) The above item is not applicable for piling work.
54	Providing, centering and shutteringwith steel staging \"system formwork\" of approved make or approved equivalent meeting the technical specifications as per relevant codes and standards for RCC walls, columns & beams of all shape and size connecting to walls and all wall connecting members & Inverted beams using minimum 12mm thick good quality densified film-faced Plywood so as to produce neat form finished concrete surfaces for all levels, with heavy duty tower/steel staging system formwork for all structural elements,including adequate and safe working platform with a protection screen strutting all around and safety net, propping etc. at all levels / heights including clear storey heights and removal of the same and including sealing the form joints suitably to avoid loss of cement slurry/ Mortar through joints and post-pour irregularities, etc.complete all as per drawings and specifications and as directed by the Engineer-in-Charge.General Notes for centering, shuttering & Form work: 1) This item is applicable for all RCC structural elements like pile cap, rafts, footings, beams, columns, slabs, lintels, chajjas, walls,roads etc., for all heights and leads. 2) Only heavy duty tower/steel scaffolding, staging, supporting system to the formwork and steel frame work will have to be used for all RCC structural elements. 3) All surfaces adjacent to EPs, etc., shall be in true line and level & irregularities, if any, shall be rounded by mechanical grinding, chiseling, finishing the same using approved quality of repair material/chemical at no extra payment. 4) The design and drawings of formwork shall be submitted alongwith calculations for approval before commencement of work as per relevant special conditions. 5) Form finish F3 shall be provided to all exposed surfaces of the concrete. 6) Tie rod holes shall be filled up with non-shrink grout to prevent seepage through concrete member causing corrosion/damage to the structure. The contractor should include the cost of tie rod holes filling in the quoted rate. No additional cost will be reimbursed in this regard.(7) All original system formwork components in good working condition shall be used.(8) Accuracy of 1mm in 1m of all RCC members in verticality and in alignment also.
55	Providing, centering, shuttering Form work using PVC film facedplywood to get a neat form finish surface for all types of structures including necessary strutting, proping, staging, supports etc and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge.
56	For Sub-structure upto Plinth Level.
57	For Super-structure at all levels up to 50 m above Plinth Level.
58	For Circular and Curved shuttering InSuper-structure at all levels up to 50 m above Plinth Level.
59	SECTION-D: Reinforcement and Structural SteelProviding Reinforcement Steel for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with PVC coated G I binding wire of minimum 16 Gauge(Excluding PVC coating), all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings.Steel supplied by the contractor.Using TMT bars of Fe-550D grade or as approved of all sizes of approved make or approved equivalent meeting the technical specifications as per relevant codes and standards. TMT bars to be supplied by the contractor shall conform to IS – 1786 (Latest edition) and BARC specificationNotes:1) The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers or approved equivalent meeting the technical specifications as per relevant codes and standards and also testing third party from approved laboratories without any extra cost.2) Binding wire required for the work will have to be supplied by the contractor at their own cost and will not be measured for payment.3) Cover blocks shall be of same grade of concrete.
60	Providing Structural steel work in M.S Plain Plates and Chequrred Plates of approved make or approved equivalent meeting the technical specifications as per relevant codes and standards for Embedded Parts, Trench Covers, Connection plates etc.including cutting, hoisting, fixing in position and applying a priming coat of approved zinc chromate steel primer etc.includingcost of structural steel Plates, welding all labour charges etc. complete as per drawings and specifications conforming toIS:2062.Notes: 1) Structural steel required for the work shall not be supplied by theDepartment and the contractor has to procure the same.2)Welding weights, connections, bolts and nuts shall not be measured for payment, but the cost of which shall be deemed tohave been included in the rate. 3)All holes will be made by drilling only. Gas cutting of holes will not be permitted.4) All test reports to be provided along with supply of materials
61	Providing Structural steel work using angles, channels, joists and other sectionsof approved make or approved equivalent meeting the technical specifications as per relevant codes and standards, weldedand / or bolted in built up sections for trusses , structural steel floors, frame works, monorails, drain grating and other structuresincludingsupplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer etc. complete all as per specifications,drawingsand as directed by theEngineer in charge. Note: 1) Structural steel required for the work shall not be supplied by theDepartment and the contractor has to procure the same. 2)Welding weights, connections, bolts and nuts shall not be measured for payment, but the cost of which shall be deemed to have been included in the rate.3)All holes will be made by drilling only. Gas cutting of holes will not be permitted.4) All test reports to be provided along with supply of materials.
62	Up to and including 300 mm joists, 350 mm channels and below sections using materials conforming to IS:2062
63	Above 300 mm Joists, 350 mm channels, sections using materials conforming to IS:2062
64	Providing, supplying, cutting, welding, fabricating, hoisting and fixing in position structural steel members like trusses, purlins, posts etc. using MS hollow / circular / square / rectangular tubular sections including appling a coat of Zinc chromate primer of approved make or approved equivalent meeting the technical specifications as per relevant codes and standards, drawings and as directed by the Engineer in chargeNotes: 1) Structural steel required for the work shall not be supplied by theDepartment and the contractor has to procure the same. 2) Welding weights, connections, bolts and nuts shall not be measured for payment, but the cost of which shall be deemed to have been included in the rate.3) All holes will be made by drilling only. Gas cutting of holes will not be permitted.4) All test reports to be provided along with supply of materials.5) Grade of steel : Yst 310 with yield stregth of 310 N/mm2 or as approved conforming to the latest version of IS 4923.
65	Providing and fixing Mechanical Splicing couplerfor 32 mm or higher diameter reinforcement steel bar in RCC work at all levels using threaded couplers (without reducing the diameter of bars with cold forge method) including, cutting, cold forging, threading the bars by mechanical means and fixing/ joining the couplers in bars etc. complete all as specified and as directed at site by Engineer-In-Charge. The rate is inclusive of couplers, labour, machinary, tools etc. complete.
66	SECTION - E: Brickwork, Random Rubble Masonry and Drywall partitionProviding and Laying Solidcement concreteblock masonrywith M-5 Grade as per the latest revision of IS:2185 of 140mm/190 mm thick or as approved in substructure in cement mortar 1:4 (using crushed sand). The rate shall also include providing and placing in position 2 nos of 8 mm dia bars at every third course of the masonry work in substructure upto Plinth Level.
67	Providing and Laying Solidcement concreteblock masonrywith M-5 Grade as per the latest revision of IS:2185 of 140mm/190 mm thick or as approved in super structure in cement mortar 1:4 (using crushed sand). The rate shall also include providing and placing in position 2 nos of 8 mm dia bars at every third course of the masonry work in Super-structure at all levels up to 50 m above Plinth Level.
68	Providing and constructing Half brick masonry using Flyash/ Flyash Lime bricks with minimum70kg/Sq.cm strength of approved quality and size in partition walls in C.M1:4 (using crushed sand) including scaffolding, raking out joints, curing etc.complete and with stiffners of RCC1:2:4 (105 X 75mm size) at every 900mm height including form work curing etc. complete as per specifications but excluding reinforcement in Super-structure at all levels up to 50 m above Plinth Level.(Reinforcement will be paid under relevant item).
69	Providing and constructing Random Rubble masonry using approved Rubble stone in C.M 1:6(using crushed sand) including raking out joints or simultaneous flush pointing above ground level / plinth leveland up to and including 20 m heightincluding scaffolding, curing etc. complete as per drawings and specifications.
70	Supplying , cutting to shape and fixing90 mm dia UPVCpipes as per IS 4985 in RR Masonry/ RCC wallsfor weep holes complete all as per drawings and as specified at site.
71	Providing and fixing 200mm thick 2 Hour Fire rated drywall system of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards in dry areas, with Sound Transmission Class STC(Rw) of 61dB (in accordance to ISO 10140-2/ ASTM E-90), with Severe Duty Impact resistance (in accordance to BS 5234 Part 2) for floor heights upto 4600mm ( satisfying L/240 criterion at 200Pa) which include twin Steel wall frame system as approved (Zinc Aluminium coating; Grade: AZ-150-IS 15961/AS 1397; Yield strength: >300MPa and Tensile Strength above 340MPa CR1 Grade as per IS 513; Salt Spray Test tested for 500 hours in accordance to ASTM B117), comprising 72mm ceiling and floor track with equal flanges of 32mm, both of thickness of 0.50mm fixed to the floor and the RCC soffit or beam bottom with Ø6 x 40mm anchor fasteners at 610mm centres; vertical galvalume C studs of size 70 x 0.5mm are then insert fixed into the track profiles at 610mm centres maximum. Horizontal noggins with the floor track profile to be provided behind every horizontal joint of the boards and twin frames are braced to each other with floor track tie members. 12mm Cement Board (conforming to IS 14862: Type B - Category III)and 12.5mm Gypsum Fire rated board (conforming to IS 2095: 2011) shall be screw fixed to the either side of the frame as inner and outer layer with 25mm and 35mmfibre cement screws and Gypsum Screw, respectively, at 300mm centre maximum. The joints of the inner and outer layer of the boards shall be staggered to avoid through joints. 48~50kg/m3 density Rockwool shall be used as an infill in between the cavity of the drywall held to its position with holding clips/ GI wire mesh.Finally the joints of the exposed layer of Gypsum plaster board shall be jointed with Gypsum jointing compound and Joint Fibre Mesh/paper tape. The periphery of the partition to the either side of the frame shall be sealed with backer rod and acoustical cum fire sealant. The rate shall include providing additional framework for creating openings for doors and glazing, opening for electrical wiring, making slot for services in the studs, supported suitably as per the site conditions complete as per specifications in Super Structure at all levels and as directed by Engineer In charge. Note- Shop drawing to be submitted for approval of Engineer-In-charge before execution of the work.
72	SECTION -F: Flooring WorksProviding and fixing Glazed / Polished Vitrified floor tiles of size 600 mm x 600 mm not less than 9mm in thickness of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards having water absorption less than 0.08% and conforming to IS 15622 in all colours and shades in Glossy or Matt or satin finishlaid over a bed of minimum 20 mm thick bed of polymer mortar and jointing with grey cement slurry including grouting with the joints with white cement based Tile Grout of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards and matching shade complete as per patterns, drawings and specifications complete as directed by the Engineer-in-charge. The tiles are to be laid with spacers infilled with epoxy grout of approved shade and quality complete as directed by the Engineer-in-charge. Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
73	Providing and fixing vitrified tiles in floor, skirting or dado having minimum thickness of 15 mm of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards having water absorption less than 0.08% and conforming to IS 15622 in all colours and shades in Glossy or Matt or satin finish, laid with cement based high polymer modified quick-set tile adhesive (water-based) conforming to IS:15477 up to 6 mm thickness, using tile spacers (as per requirement) as directed by the Engineer-in-charge to maintain uniform joints, including cutting of tiles with zero-chipping diamond cutter only, and laying with notch trowel, plier, wedges, clips of required thickness, leveling system and rubber mallet for proper alignment and gentle placing of tiles making provision for installation of brass inlay and as directed by Engineer-In-Charge. Note: 1. Brass inlay, Tile trim and epoxy grout are to be paid under separate items.2. Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
74	Anti-skid floor tiles of size 600 mm x 600 mm (minimum anti skid resistance grade R10)
75	Full body homogenuous vitrified floor tiles of size 800 mm x 2400mm
76	Full body homogeneous vitrified tiles of size 800 mm x 2400 mm in tread and riser of staircase with grooves of approved size and number as per drawing
77	Colour body / Glazed vitrified floor tiles of size 1200 mm x 1800 mm
78	Providing and laying vitrified tiles in floor, skirting or dado having minimum thickness of 9 mm of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards having water absorption less than 0.08% and conforming to IS 15622 in all colours and shades in Glossy or Matt or satin finish, laid with cement based high polymer modified quick-set tile adhesive (water-based) conforming to IS:15477 up to 6 mm thickness, using tile spacers (as per requirement) as directed by the Engineer-in-charge to maintain uniform joints, including cutting of tiles with zero-chipping diamond cutter only, and laying with notch trowel, plier, wedges, clips of required thickness, leveling system and rubber mallet for proper alignment and gentle placing of tiles making provision for installation of brass inlay and as directed by Engineer-In-Charge. Note: 1. Brass inlay, Tile trim and epoxy grout are to be paid under separate items.2. Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
79	Tiles of size 600x1200 mm
80	Extra for providing edge moulding (all sizes & shapes) in Granite Slab/Tiles etc. including machine polishing to edge to give high gloss finish and pasting of Granite/Tile edge for double side full round moulding as per drawing etc. Complete as per design approved by Engineer-in-charge.
81	Grouting the joints of flooring tiles of all sizes having joints upto 3 mm width, using epoxy grout mix of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards having 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.
82	Providing and laying 80 mm thick factory made cement concrete heavy duty interlocking paver block of M-35 grade made by block making machines with strong vibratory compaction and approved size, shape, design laid in required colour and pattern over and including 150 mm thick compacted bed of stone dust / Murrum, filling the joints with crushed sand etc. all complete as -per the direction of the Engineer-in-chargeNote: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
83	Providing and fixing 15 mm thick flooring and skirting/dado withacid and alkali resistant tiles ofapproved make or approved equivalent meeting all the technical parameters as per relevant codes and standards in approved shade and finish as per IS 4457 using acid and / or alkali resistant mortar bedding and joints filled with acid and / or alkali resistingEpoxy for 5 to 8 mm depth over a bed of Bitumastic compound 8 to 10 mm layer and bitumastic primer complete as per the direction of the Engineer-in-charge In flooring over a bed of minimum 10 mm thick acid proofmortarwithacid and / or alkali resistant tiles of size 300 mm X 300 mm X 15 mm or as approved of approved colour incliding providing required slopes and levels ( this work to be carried out through approved specialized agency or approved equivalent) complete as per specifications and as directed by the Engineer-in-charge.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
84	Providing and laying 50 mm thick cement concrete flooring with concrete hardner topping under layer 38 mm thick cement concrete 1:2:4 and top layer 12 mm thick wearing surface with metallic floor hardner, cement being mixed with metallic floor hardner of approved quality and approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards in the ratio of 4:1 (4 cement and 1 metallic floor hardner) by weight and this cement hardner compound mixed with 6 mm down graded stone aggregate in the ratio of 1:2 by volume including providing and fixing 30 X 3mm glass strip,This includes cost of cement slurry, finishing to the required finishing and cleaning neatly while handing over the areas etc. complete as per specifications and drawings.
85	Providing and layingminimum 25 mm thickuniform shade Kotah stone flooring over 20 mm thick (average) base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing in minimum three levels to obtainmirror polish complete with base cement mortar 1:4 (using crushed sand) all as per specifications, patterns and drawings complete.
86	Providing and LayingMinimum 25 mm thickuniform shade Kotah stonetreads and risers of steps, skirting,window sills in single length up to 2.00 metres length slabdado and pillars laid on 12 mm thick (average) cement mortar 1:3 (using crushed sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing to obtain mirror finishincluding making grooves as approved as per drawing complete as per specifications, drawings and as directed by the Engineer-in-charge.
87	Extra for nosing inKotah stone treads of steps.
88	Providing and fixing minimum 15mm thick gang saw cut mirror polished (premoulded and prepolished) machine cut Granite of Telephone Black colour for kitchen platforms, vanitiy counters, Wash basin Counters, Door Frames, window sills and jambs, facias and similar locations of required size, colour and texture and making groves of approved size and numbers laid over 20 mm thick base cement mortar 1:4 (using crushed sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing the edges to give high gloss finish etc. complete as directed by the Engineer-in-charge at all levels
89	Providing and fixing minimum 15 thick gang saw cut mirror polished Granite, machine cut Granite of approved shade for flooring / skirting in lobby, kitchen platforms, vanity counters, window sills, facias as wet cladding with necessary clamps/anchor fastner of adequate capacityand similar locations of required size, colour and texture laid over 20 mm thick base cement mortar 1:4 (using crushed sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing and polishing the edge to give high gloss finish etc. complete as directed by the Engineer-in-charge at all levels.Note: 1.) The granite in wall cladding shall be fixed with adhesive of approved quality conforming to IS:15477 and to be paid under separate item.2.) Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
90	Extra for providing and applying upto 6mm thick tile adhesive layer of approved quality conforming to IS:15477 in granite wall cladding uniformly applied on mortar surface.
91	Providing and fixing minimum 15 mm thick gang saw cut mirror polished Granite, machine cut Granite of approved shade, colour and texture for staircase (Tread and Riser) and similar locations of required size laid over 20 mm thick base cement mortar 1:4 (using crushed sand and white cement in mortar) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, grooving etc. complete at all levelsNote: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
92	Extra for providing edge moulding to minimum 15 mm thick Vitrified tiles/ granite in staircase, counters, Vanitis,etc. including machine polishing to edge to give high gloss finish etc. Complete as per design approved by Engineer-in-charge.
93	Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with minimum 15mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
94	Providing and fixing of SPC (Stone Plastic Composite) - Plank flooring with acoustic properties with click-lock installation system, of size 175 mm x 1200 mm and thickness ranging from 5 mm to 5.5 mm of approved colour, shade and texture as per drawing, manufacturer’s specifications, surface preparation, levelling with SLC and as directed by Engineer in Charge.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
95	Providing and fixing minimum 15 mm thick ENGINEERED QUARTZ (1200 X 3000 mm) of approved color and shade and of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards in different sizes conforming to IS 15622 in all colours and shades in laid over a bed of minimum 20 mm thick bed of cement mortar 1:4 (using Crushed sand) andjointing with grey cement slurry including grouting with the joints with white cement based Tile Grout of approved make and matching shade complete as per patterns, drawings and specifications complete as directed by the Engineer-in-charge.
96	SECTION - G : Doors and WindowsProviding and fixing of Hollow metal fire rated (2 hours fire rating, 3 criteria) Single leaf / double leaf doorsof approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards of approved shade/finish and specified size as per the latest version of IS 3614 part-1 & part-2 for stability and integrity. Pressed Galvanized steel conforming to the latest version of IS 277 with the following specification. Recommended fire door shall have doors tested at CBRI or ARAI for minimum rating of 2 hours with vision panel. Test certificates shouldbe available for vision lites /panels as part of the fire door assembly. Independent glasstest certificates will not be accepted. Manufacturer test certificate shall cover doors both single and double leaf and all doors supplied should be within the tested specimen, deviation in specification and sheet thickness other than what is mentioned in the test certificates are not allowed. Proper label confirming the type of door and the hourly rating is mandatory. Door frame shall be double rebate profile of size 143mm x 57 mm made out of 1.60mm (16gauge) minimum thick galvanized steel sheet. Frames shall be Mitered and field assembled with self tabs. All provision should be mortised, drilled and tapped for receiving appropriate hardware. Rubber door silencers should be provided on the striking jamb. Frames should be provided with back plate bracket and anchor fasteners for installation on a finished plastered masonry wall opening. Once frame installed should be grouted with cement & sand slurry necessary for fire doors on the clear masonry opening. Door shutters shall be ofG.I sheet 18 gauge thick with necessary stiffners. Thickness of the door shutter shall be as per design or minimum 40 mm).All doors and frames shall be finished with polyurethane aliphatic grade paint of approved colour. The door leaf and frame shall have passed minimum 250 hours of salt spray test. 2 hours fire rated Single leaf door single/ double leaf of specified size of approved manufacturers or approved equivalent meeting all the technical parameters as per relevant codes and standards having CBRI certificate.
97	Extra for Providing and fixing following fire rated door fittings for Hollow metal fire doors of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards
98	304 Grade stainless steel Ball bearing hinges of size 100mmx75mmx3mm or as directed by by Engineer-In-Charge with required screws etc.
99	Door Closer with standard arm, including required screws etc.
100	Dead Lock with both side Key Cylinder
101	SS Pull - H- Type handle- 32mm Dia & 600 mm Long
102	Fire rated Clear Glass for vision panel 300mm X600 mm
103	Concealed Flush Bolt- 300 mm for Double door shutter
104	Providing and fixing of Panic bar complete as per drawings and specifications
105	Providing and fixing door coordinator in double shutter door complete as per drawings and specifications
106	Providing, supplying and fixing hollow metal flush steel doors frame & shutter 40 mm thick of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards consisting of door frame and shutters and all hardware fittings, frame of 143 mm x 57 mm sizemade out of 1.60mm thick G.I sheets and shutters made of 1.20mmthick sheets, hollow portion filled with Honey Comb Craft paper including necessary stiffners in shutters and frame, vision panel of specified size withglass as specified if required. provision for fixing required hardwares, frame hollow portion filled with PCC 1:2:4, necessary hold fast embedded in concrete / fixing in concrete with anchor fastners. finished with Polyurethane painting of approved colour and finish complete all as per drawings and specifications and as directed by the Engineer-in-charge (Hardwares & vision panels will be measured under relevant Item).
107	Single Door shutter with Frame
108	Double Door shutter with Frame
109	Providing and fixing IS: 3564 marked aluminium die cast body tubular type universal hydraulic door closer ofapproved make or approved equivalent meeting all the technical parameters as per relevant codes and standards with necessary accessories and screws etc. in wooden doors / steel doors with necessary bolts & nuts complete as per specifications and as directed by the Engineer-in-charge.
110	Providing and supplying vision panel of 230mm x 1230mm or of approved size in metal doors/ block board flush door with toughened float glass panes of 6.00 mm thickness
111	Extra for sand blasting / acid etching on glass including any art work as per specifications, drawings and as directed by Engineer-in-charge.
112	Providing and fixing IS:12817 marked stainless steel butt hinges of size 125 x 64 x 2.5 mm (heavy weight) as approvedwith suitablestainless steel screws etc. completeas directed by the Engineer-in-charge.
113	Providing and fixing 35 mm thick flush door shutters conforming to IS : 2202 non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneeringwith internal teak wood lipping 25mm wide and fixing with 4 Nos of 125 mm long Stainless steel Hinges with S.S. wood screws complete.
114	Providing and fixing 3 mm thick veneer of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards and of approved shade fixed over suitable base like cement board in wall cladding / door shutters etc. The quoted rate shall include all tools & tackles, consumables, nails & screws etc., transportation, labours , all complete as directed by Engineer-in-Charge.
115	Providing and fixing decorative high pressure 1.5 mm thick laminated sheetof approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS:2046 Type S including cost of adhesive, labour etc. complete as directed
116	Extra for providing vision panel not exceeding 0.1 sqm in all type of flush door including fixing 4 mm clear glass with necessary teak wood beadings complete all as per specifications and as per drawings.
117	Extra for providing aluminium powder coated louvers of approved size in doors including making cutout in ply/ shutters complete in all as per specifications, drawings and as directed by theEngineer in charge .
118	Providing and fixing 18 mm thick Fire Retardant Plywood as per the latest revision of IS:5509 of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards on door frame/partition frame/wall for making furniture/ Door shutter etc., including all necessary hardware, adhesives, screws, nails, and incidental materials, complete as per architect’s instructions, approved detail drawings, and as directed by the Engineer-in-Charge.Measurement & Payment: The work shall be measured in square meters (sqm) of the actual area covered with fire-rated plywood. No extra payment shall be made for cutting, wastage, laps, overlaps, hardware, or incidental works, which shall be deemed to be included in the quoted rate.
119	Providing and fixing factory made single extruded laminatedWPC (Wood Polymer Composite) solid door frames of approve shade comprising of virgin PVC polymer of K value 58-60 (Suspension Grade),calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, minimum screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, minimum modulus of elasticity 900 N/mm2 and resistance to spread of flame of minimum Class A category with property of being termite/ borer proof, water/ moisture proof and fire retardant and fixed in position with SS dash fasteners of required diameter and length complete as per direction of Engineer-In- Charge. Note : 1. The quoted rate shall include the cost of PVC solvent cement, SS dash fasteners and necessary SS screws and no extra payment on this account shall be made. 2. The door frame sample shall be submitted for the approval of Project Engineer before procurement. 3. For WPC solid door frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made.
120	Frame size 50 mm x 100 mm
121	Providing and fixing factory made single extruded laminated WPC (Wood Polymer Composite) solid plain flush door shutter of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards of required size and approved finish comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and minimum screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, minimum modulus of elasticity 850 N/mm2 and resistance to spread of flame of minimum Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In Charge. Note: 1. The door shutter sample shall be submitted for the approval of Project Engineer before procurement. 2. Stainless steel butt hinges shall be paid separately.
122	25 mm thick
123	Providing and fixing IS:12817 marked stainles steel butt hinges of size 75 x 50 x 2.5mm (heavy weight) of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards with stainless steel screws etc. complete as directed by the Engineer-in-charge
124	Providing and fixing pair of SS 304 grade solid rod\"C\" type door handles 10 mm diameter and 250 mm long or of approved size and shapein steel doors/ wooden doors including screws / bolts etc. all as per drawings and specifications complete Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
125	Providing and fixing aluminium handles175 mm long Inner grip 125 mm with 12 mm diameter rod plate type Bow handles ISI marked of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards, anodised transparent or dyed to required colour or shade with necessary screws etc. complete.
126	Providing and fixing in doors finished brass handle assembly comprising of pair of brass lever handle including Mortise lock of size 8 inch Cylinder Lock with 70 mm Brass Cylinder with pair of matching Brass door handle plate cover approved make orapproved make or approved equivalent meeting all the technical parameters as per relevant codes and standards of approved shade & colour, and concealed Door Closer with fixing of Brass screws including alignment and fixing locks, handles etc. all as per approved sample/ drawings and specifications complete and as directed by the Engineer-in-charge. Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
127	Providing and fixing brassmortise latch and lockof approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards with 6 levers and a pair of lever Brass handles with necessary screws etc complete suitable for fixing in wooden / steel/ FRP/ doors as per specifications. Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
128	Providing and fixing anodised aluminium baby latch of size 75 X 12 mm ISI marked of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards transparent or dyed to requried colour or shade with necessary screws etc complete as directed by Engineer-in-Charge. Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
129	Providing and fixing 5 inch Antique Brass Finish Heavy Duty Door Security Brass Latch Lock of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards with necessary brass screws etc. all as per specifications and as per drawings complete as directed by Engineer-in-Charge. Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
130	Providing and fixing magnetic catcher double strip horizontal type 40 mm of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete .
131	Providing and fixing factory-made fire-rated glazed steel door assembly tested to BS:476 Part 22:1987 and IS:3614 Part 2:1992, having 120 minutes fire rating of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards, comprising of following components and specifications: the door frame shall be of single rebate normal profile of size 125 × 60 mm, fabricated from minimum 1.6 mm thick stainless steel (SS 304) sheet. The door shutter shall be 60 mm thick, fully flush, double-skin, made from minimum 1.2 mm thick SS 304 sheet with mineral wool infill for fire protection and sound attenuation, complete with vision panel having 8 mm thick clear fire-rated glass suitable for 120 minutes fire resistance. Each door shutter shall be provided with all the hardware fittings of SS 304 make and finish as approved by engineer incharge. Bearing butt hinges, CE4353, size 100 × 75 × 3 mm with SS screws, Narrow profile deadlock H6, 35 BS, 20 mm sq. forend, SSS finish. 5-pin cylinder, 80 mm, key × key, NP finish. Pull handle, D-type offset, 32 mm dia, 600-900 mm center-to-center of approved shade back-to-back with extended spindle, Surface door closer, slide arm type, EN standard, pull side mounting, silver finish. Concealed flush bolt with rod lengths of 600 mm and 300 mm, Oval escutcheon for cylinder of approved shade and finish. The door assembly shall be factory finished in Satin Stainless Steel (SSS) finish, fire retardant, corrosion resistant, termite/borer proof, and weatherproof, installed in proper alignment using SS dash fasteners, screws, and anchors of suitable size and quantity complete as per the directions of the Engineer-in-Charge.Note: 1. The quoted rate shall include the cost of all fittings, fixtures, screws, dash fasteners, sealants, and necessary accessories; no extra payment shall be made on this account. 2. Shop drawig is to be preapred and submitted for approval before execution of work at site. The door sample shall be submitted to the Project Engineer for approval prior to bulk supply. 3. Installation shall be carried out at site including all adjustments and finishing works, complete in all respects. 4. Fire-rated test certificates from approved laboratories shall be furnished for verification
132	Providing and fixing factory-made 120 minutes fire-rated glazed steel partition tested to BS:476 Part 22:1987 and IS:3614 Part 2:1992 of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards, fabricated from stainless steel (SS 304) sheets, with 11 mm fire rated glass of approved size with glazed partition frame profile of size 120 x 60 mm made out of 1.2 mm minimum thick SS steel sheet with Mineral Wool Infill. The item includes complete installation at site, including cutting, alignment, anchoring, sealing, and finishing works, with all materials, tools, and accessories supplied by the contractor.Note: 1. The quoted rate shall include the cost of all fittings, sealants, screws, dash fasteners, scaffolding, and consumables; no extra payment shall be made on this account.2. Fire rating test certificates from approved laboratories shall be submitted for verification prior to installation. 3. Note: The shopdrawing shall be prepared and submitted for approval before execution of work. Partition sample shall be submitted for approval of the Engineer-in-Charge before bulk procurement. 4. Installation shall be as per manufacturer’s specifications and directions of the Engineer-in-Charge.
133	Providing and fixing glazing in aluminium/wooden doors, window, ventilator shutters and partitions of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards etc with PVC / Neoprene gasket etc. complete as per the architectural drawings and directions of the Engineer-in-charge (Cost of snap beading shall be paid in basic item)
134	With clear float glass panes of 6.00 mm thickness
135	With clear float glass panes of 8.00 mm thickness
136	With toughned float glass panes of 10.00 mm thickness
137	Providing and fixing anodized aluminium work for doors, windows, ventilators, louversand partitions with extruded built up standard tubular sections / Z sections and other sectionsofapproved make or approved equivalent meeting all the technical parameters as per relevant codes and standards and conforming to IS 733 and IS 1285 fixed with rawl plugs and screws or with fixing clips or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically whereever required including cleat angle, aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per drawings and and directions of Engineer-in-charge including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required filling the gaps using silicon grout sealent etc. (fittings glazing and panelling shall be paid for separately). Note- Shop Drawing of all the Windows/ Louvers/ Openable Louvers/ Doors is to be submitted for approval of Engineer In-Charge.
138	Anodised Aluminium sections (Minimum anodizing thickness of 15 micron)
139	Extra for colour anodizing
140	Providing and fixing powder coating aluminium (Minimum thickness of powder coating 50 micron) work for doors, windows, ventilators, louvers and partitions with extruded built up standard tubular sections / Z Sections and other sections of wooden finish or as approvedof approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards confirming to IS:733 and IS: 1285 fixed with rawl plugs and screws or with fixing clips or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per architectural drawings and and directions of Engineer-in-charge including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required (fittings, Glazing and panelling shall be paid for separately)Note for Item No. 84 and 85 : 1) The rates for aluminium is inclusive of all fasteners required for fabrication and fixing in the walls. 2) All joints shall be of mittered Joints. 3) A long M.S rod threaded at both ends to be provided in all aluminium door shutters in Top & bottom Horizontal members internally connecting Vertical members and fixed with M.S washers & nuts. 4) Only Aluminium members alone shall be measured and paid for.
141	Providing and fixing double action hydraulic floor spring of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards with top Pivots etc. for doors including cost of cutting floors as required, embedding in floors and cover plates with pivot and outer box with slide plate etc. complete as per directions of Engineer-in-Charge with stainless steel cover plate as approved by the Project Engineer.
142	Providing and fixing a pair of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards, 38 mm dia overall length of 1012 mm stainless steelhandles 316 gradeof specified Diameter and lengthhandles in aluminium / glass / wooden doors complete all as per specifications and drawings. Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
143	Providing and fixing glass door bottom rail lock of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards of adequate capacity andall as per specifications and drawings. Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
144	Providing and fixing approved quality and shape star locks cum handle as approved for sliding shutters
145	Providing and fixing approved quality stain less steel body roller wheels as approved for sliding shutters
146	Providing wood work in frames of doors, windows, clear story openings and other frames, wrought framed and fixed in position of required size and shape including sawing, jointing,making rebates for shutters, making grooves as shown in the drawings, finishing the surfaces to the required finish all as per specifications and drawings including necessary MS hold fasts 40 mm X 3 mm thick, 200 mm long / with coach screws including protective painting to the suface that will come in contact with walls, joining materials, labour etc. complete all as per specifications and as directed by the Engineer-in-charge.
147	Second class teak wood
148	Extra for providing lipping in commercial flush door shutters with 2nd class teak wood battens 25 mm minimum depth on all edges of shutters (over all area of door shutter to be measured)
149	Providing and fixing of Cam Action Concealed Door Closer of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards with Hold Open Function and Adjustable Closing Force EN 2-4 as approved with necessary accessories and screws etc. in wooden doors including making notches with necessary bolts & nuts complete as per specifications and as directed by the Engineer-in-charge.
150	Providing and fixing of Antique brass door handle of following types to be fixed on aluminium/wooden/FRP/WPC doors including finishing etc.as per approved design and of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
151	4 inches long
152	6 inches long
153	12 inches long
154	18 inches long
155	Providing and fixing in position 150 mm long, Antique finish conceal brass tower bolt in aluminium/wooden/FRP/WPC door shutter with necessary screws etc.all as per specifications and as per drawings. Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
156	Providing and fixing stainless steeltower bolts of size 150 mm X 12 mm as approvedwith necessary screws etc.all as per specifications and as per drawings.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
157	Providing and fixing anodized aluminium tower bolts of size 200 X 12 mm ISI markedas approved transparent or dyed to requried colour or shade with necessary screws etc. as per specifications and as per drawings.
158	Providing and fixing in position mortice lock - 4 lever without handle, of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standardsfor double shutter aluminium/wooden/FRP/WPC door.
159	Providing and fixing stainlesssteel aldropsof size 300 mm X 14 mm or as of approved size and shape with necessary screws, bolting from rear side complete as per specifications complete.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
160	Providing and fixing antique brass aldropsof size 250 mm as of approved size and shape with necessary screws, bolting from rear side complete as per specifications complete.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
161	Providing and fixing aluminium Ventilated Facade / Sun Louver System of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards of approved colour consisting of panel 50 mm wide x 100mm depth x 0.6mm (Box section) thick panel length up to 6 m coil coated on a continuous paint line double baked and roll formed from enameled corrosion Resistance Aluminum Alloy AA3005 / AA5050 for higher strength and good Roll forming characteristics. Panels shall be mounted in a module of 100 mm (gap of 50mm)on a mullion profile grooved (Slotted Fastening Profile) by means of Clamp, Locking Pop and Pop Rivet. Slotted Fastening Profile shall be fixed at 150 mm from panel ends and at a distance of maximum 1200 mm center to center across the panel span and Slotted Fastening Profile shall be fixed to a suitable sub-structure by means of Square Brackets. With Provision for demountable /openable panels in a girdof 1500-1800mm Paint Finish: Panel shall be stove enamelled and finishedthree layered coating system (consisting of first a conversion layer of thickness 800-2000mg/sqm a polyurethane basecoat of 16-20 microns, and a special top coat of polyamide particles of 8-12 microns thick to provide excellent abrasion and damage resistance) in a continuous coil coating process of the approved colour on the exposed side and the reverse side with epoxy etc. as directed by Engineer-in-Charge. Note: The shopdrawing shall be prepared and submitted for approval before execution of work.
162	SECTION - H: Plastering and Painting WorksProviding 15 mm thick plastering using Ready mix internal plastering compound as approved for internal faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning, scaffolding complete all as per specifications and as directed at site by the Engineer-in-charge.
163	Providing and applying internal mechanized spray plaster in a single coat to an average finished thickness of 12 mm on blockwork/RCC surfaces. The work shall be carried out using a polymer-modified, ready-to-use, cement-based spray plaster, approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards, conforming to IS-4031 and EN-1015 standards. The scope includes preparing the surface by cleaning it of all loose particles, dirt, and grease. The substrate shall be adequately pre-wetted before application. The material shall be mixed with a specified amount of water and applied using a suitable plastering machine to achieve a uniform coat. The applied plaster must be levelled using a straight edge or float to achieve a smooth, crack-free, and even surface, ready for further applications. The work is inclusive of water curing for a minimum of 7 days.The plaster must have a minimum compressive strength of 6 MPa, flexural strength greater than 1.5 MPa , and dry adhesion (pull-off) strength greater than 0.30 MPa after 28 days.Note:1) The rate shall be inclusive of all materials, labor, machinery, tools & tackles , and necessary internal scaffolding.2) The surface preparation, including hacking on RCC surfaces if required, shall be included in the rate.3) No extra payment shall be made for plaster thickness variations required to level uneven surfaces.
164	Providing 20 mm thick plastering using Ready mix external plastering compound as approved for external faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning scaffolding up to 10 metres height complete.all as per specifications including forming drip moulds wherever necessary and as directed by the Engineer-in-charge.
165	Providing and applying external mechanized spray plaster in two coats to an average finished thickness of 22 mm on blockwork/RCC surfaces. The work shall be carried out using a polymer-modified, ready-to-use, cement-based spray plaster with excellent water-resistant propertiesapproved make or approved equivalent meeting all the technical parameters as per relevant codes and standards, conforming to IS-4031 and EN-1015 standards.The scope includes preparing the surface by cleaning it of all loose particles, dirt, and grease. The substrate shall be adequately pre-wetted before application. The material shall be applied using a suitable plastering machine. The first coat (scratch coat) shall be applied to a thickness of 10-12 mm, and the surface shall be roughened to receive the second coat. The second coat shall be applied after 24 hours to achieve the required final thickness and finished using a straight edge or float to get a smooth and even surface and also comb finish as in when required for application of stone creet plaster. The work is inclusive of water curing for a minimum of 7 days.The finished plaster must have a minimum compressive strength of 6 MPa , flexural strength greater than 1.5 MPa , and dry adhesion (pull-off) strength greater than 0.30 MPa after 28 days.Note:1.) The rate shall be inclusive of all materials, labour, machinery, tools & tackles and forming drip moulds below chajja, Balcony/ Refuse area and RCC projections.2.) The rate also includes combing of the external plaster immideately after application of second coat for preparing rough surface where stonecrete is to be done.3.) The surface preparation, including hacking on RCC surfaces, shall be included in the rate.4.) Necessary additives for waterproofing, if required, shall be included in the quoted rate. 5.) The external plastering work shall be carried out using double steel scaffolding/Metal rope suspended platform, which will be measured under separate items.
166	Providing 20 mm thick water proof plasteringin cement mortar1:4 (using crushed sand) finished smooth with a floating coat of neat cement including approved water proofing compound added @ 2% by weight of cementor as per manufacturer\"s specifications, sieving of sand to required fineness, preparation of surface, scaffolding at all heights, curing all as per specifications, drawings and as directed by the Engineer-in-charge
167	Forming of grooves of uniform size ranging from 12 mm X 12 mm to 25 mm X 15 mm in plastered surfaces as per approved pattern using wooden batterns, nailed to the under layer including removal of wooden batterns, repair to the edges of plaster panels and finishing the groove complete as per specifications and as per the direction of Engineer-in-charge
168	Providing and fixingG.I. chicken mesh in the junctions of concrete & brick work / masonry or as directed by the Engineer in charge including cutting, fixing with nails in position before plasteringcomplete all as directed by the Engineer-in-charge. (only area of the chicken mesh used alone will be measured)
169	Providing and Painting with Epoxy PU paint on steel surfaces using 2 coats of (120 Micron dry film thickness) Epoxy PU coating as finishing coat over a priming coat of primer of 50 micron thickness over steel surfaces at all locations prepared and applied as per manufacturer\" specifications including preparation of surface by cleaning with wire brush and rubbing, scraping , applying sand paper , making free of Rust, dust, dirt etc. filling the holes, joint, cracks if any using epoxy putty complete. all as per manufacturers technical data and as directed at site to achieve minimum overall dry Film thickness of 170 micron (50 Micron primer Coat + 120 micron finishing Coat).
170	Providing and Painting two coats of synthetic enamel paint on steel surfaces of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards to give an even shade over a primer coat.including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge
171	Providing two coats with varnish of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards including preparation of the surfaces, as per specifications and as directed by the Engineer-in-charge
172	Providing and applying white cement based wall putty as approved over concrete or Plastered surface up to 3 mm thick to get uniform surface free from undulation including cost of cleaning, preparation of the surfaces, scaffolding complete all as directed by the Engineer-in-charge
173	Providing and applying wall painting two coats on new work with premium acrylic emulsion paint of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standardsto give an even shade, including a cost of approved cement primer, including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge
174	Providing and painting, finishing with antifungal paint of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards with two coats over treated surface all as per manufacturer\"s specifications and as directed by the Engineer- in-charge
175	Providing and applying durable exterior emulsion paint on plain plaster surfaces formulated with engineered pure acrylics latex based on nanotechnology, with life of min. 10 (ten) years, having crack bridging ability up to 2.4 mm and superior anticarbonation & waterproofing properties, surface cross linking feature, high resistance to growth of algae, high Dust Pick Up Resistance (DPUR), resistance to fading of colours, protection against bird dropping, good washable property including the cost of materials, spray / roller application, labour, consumables, tool & plants/equipment etc. complete in all respect as per manufacturer’s specificationsand as directed by the Engineer - in-Charge.Base coat (main waterproofing coat): minimum 2 (two) coats of fibre reinforced liquid applied membrane (to be applied before top coat) with allowable dilution as per Note below.Top coat: minimum 2 (two) or more coats of Organo-Silicon, UV Cross linking emulsion.Note : 1) Coverage for new surface (sand faced plaster): For Base Coat - approx. 40-45 sq.ft./litre with 1st coat of Base Coat with 30% dilution and 2nd coat of Base Coat with 10% dilution with potable water and for top coat - approx. 55-60 sq.ft./litre with 30-35% dilution with potable water only.2) Coverage for old surface (sand faced plaster): for repainting on old surfaces, 1st coat of Base Coat with 30% dilution only on repair/patch work and 2nd coat of Base Coat with 10% dilution with potable water on overall surface - approx. of 40-45 sq.ft./Litre prior to 2 coats oftop coat application i.e. with 35% to 40% dilution with potable water - approx. 55-60 sq.ft./Litre.3) Warranty : Minimum 10 (ten) years\" warranty against water proofing, paint performance and anti-algal properties.4) Scaffolding will be paid separately under relevant Item.5) The paint shall conform to international VOC specifications and shall not contain hazardous materials/ heavy metals / toxic materials.
176	Providing, applying wall painting twocoats with Lustre paint approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards to give an even shade over acoat of cement primer including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge
177	Providing & applying Synthetic plaster / Textured Coating ofapproved make or approved equivalent meeting all the technical parameters as per relevant codes and standards with finishes of minimum 2 mm thickness based on synthetic fibre & chemicals having acid, alkalies, fire & fungus resistance properties of approved shade andon plastered surface/ concrete surface at all levels in the same pattern of facia blocks with grooves, bands for different offsets in different colours as per approved sample including required cost of Steel Double scaffolding. The item shall include applying synthetic plaster with one base coat by trowelling followed by 3 coats of finished paint by brush supplied by same manufacturer, providing decorative finish as required including preperation to recieve plastered surface approved quality, cleaning the surface including cost of scaffolding and cost of all materials, labour etc complete as per manufacturers specifications and as directed by Engineer-in-Charge.
178	Providing and applying Stonecrete plaster on external surfaces, of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards, having average 10mm thickness including application of all types of aggregates on existing combed plastered surface. The rate shall include base preparation, taking and marking levels, application of the grout, making necessary grooves with inserting and removal of aluminum or other strips or any other material to be inserted in the plaster/terrazzo works for forming grooves, washing, cleaning off, repairing scaffolding marks/holes if any, with necessary coating/sealing etc. all complete as per drawing and as instructed by Engineer-in-charge.
179	Providing and fixingGlass Reinforced Concrete (G.R.C) ornamental Screens casted with \"Spray Mix\" concrete design in approved size, pattern, thickness (Border 40-50mm thick & Internal Member 25-30mm thick) and shade. The Screens should be made from \"53 grade\" White Portland Cement, White Quartz fine graded seived Silica Sand, Alkali Resistant Glass Fiber or equivalent, Super Plasticizers, Polymers and U.V resistant Synthetic inorganic pigments should be used for pigmentation. The Screens casting shall take place with layering methodology using- Direct Power Spray machines.The GRC Screens flexural strength average L.O.P should be above or equivalent to 6 N/mm2 & M.O.R should be above or equivalent to 18 N/mm2 for tests done on 28 days cured samples. The fixing of Screens should be done using \"Dry fixing\" method onto structural support members i.e. R.C.C, Brick work or Red oxide Primer -paint or Epoxy primer -paint treated mild steel. The fixtures, fasteners and self tapping screws to be used for dry fixing. The quantity of fasteners or self tapping screws shall be calculated in accordance to the weight of Screens and actual site fixing conditions. If there will be requirement of Joint filling then Elastomeric exterior grade paintable PU Sealent will be used. For final finishing of Screen one weather sheild exterior grade water based diluted paint coat will be done if required. Vendor shall submit shop drawings of same, the drawings to be duly approved from Engineer in charge at site before execution of the work. The rate is inclusive of fasteners or self tapping screws required to fix the G.R. C screens.
180	SECTION - I: Waterproofing WorksProviding and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces, chajjasetc. consisting of flowing operations : Injecting the top slab as required with cement and approved water proof compound solution to fill up all inherent holes, voids honey combs etc.in the concrete slab, setting\"autoclaved aerated light weight block bats\" coba in waterproof mortar with necessary gradient for easy flow of water & continue the treatment along the inner faces of parapet or other adjoining wall upto a height of 300 mm in the shape of vatas, finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (usingriver / crushed sand) admixed with proprietary water proofing compound conforming to IS 2645 and approved by Engineer-in-charge including mixing \"polyster fibre as approved\" at the rate of 125 grams per 50 kg of cement in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300 X 300 mm square, 3 mm deep. The whole terrace so finished shall be flooded with water for a minimum period of 2 weeks for curing and for final test. All above operations to be done in order and as directed and as specified by the Engineer-in-charge
181	120 mm Average thickness for terracesusing crushed sand
182	Extra over 120 mm thickfor providing cement based waterproofing treatment to new terraces / chajjas including cleaning the concrete surfaces, giving injections to the top slab as required with cement & approved waterproofing compound solution to fill up all inherent holes, voids honey-combs etc. in the concrete slab, setting\"autoclaved aerated light weight block bats\" coba in waterproof mortar 1:4(using crushed sand) with necessary gradient for easy flow of water, complete as per specifications and as directed by the Engineer-in-charge.(Measurement will be over and above the average thickness of 120 mm only)
183	Providing and laying water proofing treatment in sunken portions of WCs, bath rooms, Balcony/refuge area etc. by appying cement slurry mixed with water proofing cement compound consisting of applying: (a) 1st layer of slurry of cement @ 0.488 kg / sq.m mixed with water proofing cement compound @ 0.253 kg per sq.m. including injecting cemnt slurry .This layer will be allowed to air cure for 4 hours. (b) 2nd layer of slurry of cement @ 0.242 kg / sq.m mixed with water proofing cement compound @ 0.126 kg / sq.m. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with cement slurry. Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (using crushed sand) admixed with water proofing compound conforming to relevant IS and as approved by Engineer-in-charge including mixing approved fibre at the rate of 125 grams per 50 kg of cement in top layer of plaster and finally finishing the surface with trowel with neat cement slury in bottom and all the sides of sunken portion. complete as directed by the Enginer-in-charge. The treatment to betested for water tightness before filling the sunken areas.
184	Providing and Laying cement concrete 1:2:4(1 cement, 2 crushed sand, 4 brick aggregates 20 mm to 40 mm)for fillingsunken floors of toiletbath & kitchen admixed with proprietary water proofing compound as per manufacturer\"s specifications and approved by Engineer-in-chargeincludingscaffolding, consolidation, finishing curing etc. in superstructure at all levels upto 50 m above plinth level .
185	Providing patented cement based water proofing treatment from outside to Basement, lift pits, trenches, and other underground structures during construction, consisting of a water proof layer over cement concrete 1:3:6 bedding finished with Rough Shahbad stone of about 20 mm thick, well pointed in the joints with cement and approved make meeting technical parameters waterproofing compound as per manufcturer\"s specification and continuing the treatment after completion of floor slab & side walls on the outer face of walls up to 300 mm above the adjacent ground level complete as directed by the Engineer-in-charge. The total treatment of waterproofing treatment shall be around 75 mm for floors and 35 to 40 mm thick for walls from 0.00 to 6.0 m depth using crushed sand. Note- 1. The cost of 1:3:6 cement concrete is not included in this item and is to be catered for separately. 2. A working space of about 600 mm shall have to be provided in the excavtion separately for the treatment of exterior faces of walls. 3. The water proofing treatment is to be Guaranteed for borne dry condition for a period of 10 years. 4. The measurement for payment shall be as per actual area covered by the treatment.
186	SECTION -J: False Ceiling worksProviding & fixing light weight metal (Aluminum) vertical Parallel baffle false ceiling systemof approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards, clear gap of 50mm to 75 mm, consisting of 50 mm x 150 mm rectangular perforated hallow false ceiling section members with 60-micron thick powder coated in approved RAL color (white /off white or as per drawing), having min. 20% perforations (diameter of perforations not more than 2.1 mm) and with black color acoustic fleece glued on back side of the perforated surfaces and also above the baffle false ceiling for sound absorption and enhanced acoustical performance (NRC up to 0.70). The support system shall have grid/ carrier/ hanger & all other accessories as per manufacturer’s specifications and with anti-corrosive coating, supported from existing ceiling with anchor fastener having adequate load carrying capacity for the false ceiling system. The cost of work shall include cost of all material, labour, consumables, tools & tackles, equipment and access ladder/ scaffolding with working platform etc. omplete as per the site use drawing and approved shop drawing submitted by contractor as directed by Engineer-in-charge. Notes: 1. The contractor/ manufacturer shall ensure that materials are ordered as per available site dimensions. 2. The false ceiling system shall be compatible for site cutting (if necessary) to accommodate the existing site features. Note: The shopdrawing shall be prepared and submitted for approval before execution of work.
187	Providing & fixing light weight metal (Aluminum) vertical Parallel baffle false ceiling system of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards, clear gap of 50mm to 75 mm, consisting of 50 mm x 150 mm rectangular hallow false ceiling section members with 60-micron thick powder coated in approved wooden shade. The support system shall have grid/ carrier/ hanger & all other accessories as per manufacturer’s specifications and with anti-corrosive coating, supported from existing ceiling with anchor fastener having adequate load carrying capacity for the false ceiling system. The cost of work shall include cost of all material, labour, consumables, tools & tackles, equipment and access ladder/ scaffolding with working platform etc. all complete as per the site use drawing and approved shop drawing submitted by contractor as directed by Engineer-in-charge. Notes: 1. The contractor/ manufacturer shall ensure that materials are ordered as per available site dimensions. 2. The false ceiling system shall be compatible for site cutting (if necessary) to accommodate the existing site features. Note: The shopdrawing shall be prepared and submitted for approval before execution of work.
188	Providing and fixing factory-fabricated linear infill profile/absorber panelof approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards over Baffle ceilingapproved quality and shade, comprising of perforated infill panels, carrier, designed for decorative and acoustic ceiling applications, installed complete in all respects as per manufacturer’s design, shop drawings, and direction of the Engineer-in-Charge.Note: The shopdrawing shall be prepared and submitted for approval before execution of work.
189	Providing and fixing false ceiling system for cabins- Hook on Aluminium 0.7mm thick perforated linear ceiling System of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards. The panels are made to 2400-1800mm(L) x 300mm (W) manufactured out of minimum 0.7 mm thick Aluminium bevelled edged and hooked on the shorter side. Panels has to be powder coated in selected RAL finish with minimum 60 microns paint thickness. Panels has to be perforated with 22% to 25 % perforation as/spec with 2.1mm diameter holes having acoustic fleece at the back to give NRC upto 0.7 . All panels are hooked onto a secondary grid known as z profile installed at shorter side of the panel to ensure individual demounting of panels for easy accessibility of services. A primary grid of perforated L- Angle in 30x30x1.2mm thick GMS is installed perpendicularly to hook on profiles at maximum centers at 1200mm. The entire ceiling shall be suspended with M6 threaded rod using M6 fastener with minimum load of at least 0.5KN per anchor. The suspension system shall be as per manufacturer specification. The panels shall include the site cutting / making openings for services e.g. lights for information boards, smoke detectors, speakers, diffusers, grills etc. Measurement to be done on edge to edge basis without any deductions for AC grills or any other services integrated within the false ceilings. Note: The shopdrawing shall be prepared and submitted for approval before execution of work.
190	Providing and fixing of Non Perforated hingeable & sliding trap door system ofapproved make or approved equivalent meeting all the technical parameters as per relevant codes and standards for corridors in the size of 2000mm x 300 mm manufactured according to EN13964 TAIM Quality standard consisting of various sizes unit made up of 0.6 Al in RAL Shade polyester powder coated finish and 100 % humidity resistance, fire performance Class A2-S1, d0. FS 4.6 BR substructure consisting of robust hinging technology with visible customised G shaped profiles which are mounted along the width of the panels. The customised G profiles are fixed using L shaped primary perforated L- angles 30x30x1.2mm thick GMS, which runs perpendicular to the customised G profiles. This is suspended rigidly from the bare ceiling with M6 threaded rods and fasteners. All components are made of galvanized steel. The rectangular panels can be swing down using spring loaded pins and hung from bolted sleeves provided on the sides. Once all the panels are swing down, they can be pushed to either side of the opening and stacked together in order to carry out any kind of maintenance. Includes necessary sub structure as per the specifications & requirement. Note: The shop drawing shall be prepared and submitted for approval before execution of work.
191	Providing and fixing of hingeable open cell ceiling of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards using 0.4 mm thick Aluminium . The assembled cell ceiling panels shall be in size of 600mmx1200mm made out of blades in 9mm (W) x 40mm (H). The assembled cell ceiling panels are then clipped into 32mm x36mm x32mmcarriers in Galvanized Mild Steel (GMS), coated in black enamel finish at spacing of 1200 mm centre to centre. Once the carriers are installed then primary perforated L- angles 30 mm x 30mm x 1.2mm made out of GMS are cross connected to thecarriers at 1200 mm centre to centre. for lateral bracing. The whole ceiling shall be suspended by M-6 threaded rods installed 1200mm centre to centre. All panel modules must be hingeable through wire clips, Rate to include all kinds of profiles, coves, verticals, bands, curves ,jointing & taping etc. as per drawing including providing cut outs, frame work &light fixtures, Speakers, Camera, Smoke detector, trap doors A/C grills, diffuser, sprinklers support etc. including all fixed with necessary fittings & accessories, complete including all lead, lift and heights. all complete as per drawings & specifications & as directed by Engineer-in-Charge. Note: The shop drawing shall be prepared and submitted for approval before execution of work.
192	Cell size of 100 mm x100mm
193	Cell size of 50mm x 50mm
194	Providing and fixing in position suspended seamless false ceiling system using 12 mm thick calcium silicate boards of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards, having 100% humidity resistance, incombustible as per BS476 part IV with thermal conductivity of 0.043 w/m KC placed in a suspended grid of size of 600mm x 600mm made of hot-dipped G.I. steel sections wherein the ceiling sections of 0.55 mm thick shall be suspended at 1200 mm centres along the length of ceiling with 4mm dia G.I wires/ 1 mm thick strip hangers made of G.I. sheet sections with necessary level adjusters and inter channels of 0.90mm thick with connecting clips and resting on the perifery walls on wall angles of 0.55 mm thickness including providing necessary openings for light fixtures, diffusers, trap doors etc to be made as per layout drawings and as per directions of Engineer-in-charge . The main tees to be suspended from the ceiling/ soffit with the help of metal dash fastners of 6mmx50mm, soffit clits of 25mmx35mmx1.60mm and 4mm dia G.I wire with galvanised spring steel levelling clips/ G.I strip Hangers at 600mm centers . The entire grid system shall be designed to bear a distributed load of minimum 25 kg/Sq.m (Only calcium silicate false ceiling area will be measured for the purpose of payment). Note: The shopdrawing shall be prepared and submitted for approval before execution of work.
195	SECTION -K: Wall Paneling Providing and fixing 6 mm thick Fire Retardant Plywood as per the latest revision of IS:5509 of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards on Existing Drywall/partition frames/walls and for making furniture, including all necessary hardware, adhesives, screws, nails, and incidental materials, complete as per architect’s instructions, approved detail drawings, and as directed by the Engineer-in-Charge. Note: The work shall be measured for the actual area covered with fire-rated plywood. No extra payment shall be made for cutting, wastage, laps, overlaps, hardware, or incidental works, which shall be deemed to be included in the quoted rate.
196	Providing and fixing heavy duty weather resistant cement boardsof approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards of 12 mm thickness, in specified size including necessary fixing in position at levels as per drawing etc. complete as per ASTM C-1185 and ISO-8336 (Part E), rate inclusive of fixing all necessary SS fasteners / screws / bolts etc. and as directed by Engineer-in-Charge.
197	Providing and fixing 12 mm thick Fire Retardant Plywood as per the latest revision of IS:5509 of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards on existing partition frames/walls and for making furniture, including all necessary hardware, adhesives, screws, nails, and incidental materials, complete as per architect’s instructions, approved detail drawings, and as directed by the Engineer-in-Charge.Note: The work shall be measured for the actual area covered with fire-rated plywood. No extra payment shall be made for cutting, wastage, laps, overlaps, hardware, or incidental works, which shall be deemed to be included in the quoted rate.
198	Providing and fixing of fluted wooden panels of 150 mm wide, 19 mm-25mm thick, 2700 mm Length of approved groove size with acoustic Real Solid flutted veneer finish of approved colour and shade thermo-treated wooden panels, with tongue and groove joints, fixed with aluminium Z bar, over 50mm X 25mm anodised aluminium framework or as approved, with 12mm Polywood and acoustic fleece, complete in all respects as directed by Engineer-in-Charge.
199	Providing and fixing acoustic fabric wall Panelling of approved quality and colour, in different panel size, hardened square/Radius/Bevel edge with wrapped glass fibre core panel, density 96 kg/m3 of size as per drawing (thickness 25mm), installed by using compitable G.I. strut & Z bars.The G.I. strut systems includes compitable Cross channel having thickness 0.45mm, knurled web40, depth 10mm and equal flanges 15mm is fastened to wall positioned vertically in a regular manner at 600mm centre to centre. G.I. Z bars having 40mm height, thickness 1.2mm is first fixed behined the panels by identifying resin spots by using suitable fasteners. Clean exposed surfaces of wall ensure wall are in plumb line before installing cross channel on wall. Provide necessary packing shims (if required). The square edge panels are then slided into the Z bars fixed on wall with approved decorative acoustical fabric colour as per detailed technical specifications, drawings complete as directed by Engineer-in-Charge. Note: The shop shall be prepared and submitted for approval before execution of work.
200	Providing and layingSquare strip /T Bar Brass inlay in floor/wall cladding/dry wall partitions/door shutters as per approved pattern. The rate includes machine cut precise groove(s) for fixing of brass strip and the brass strip should be fixed with compatible chemical. The quoted rate shall also include all tools & tackles, consumables, Epoxy etc, transportation, and making area good after fixing bass strip, all complete as directed by Engineer-in-Charge
201	8mm
202	10mm
203	Providing and fixing Stainless Steel Tile Trim of approved profile and size, section and colour with Polyvinylidene Fluoride (PVDF) coating , at junctions/edges of vitrified/ceramic tiles, including cutting, fitting and fixing in proper line and level in tiles/dry wall parttion etc. with tile adhesive / screws as per manufacturer’s specifications, complete in all respects as directed by Engineer-in-Charge.
204	SECTION - L: External façadeDesigning, supplying, fabricating and installing Curtain glazing frameworkof approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards, doubly glazed vertical curtain walls consists of self bearing structure composed of aluminium mullion and transom curtain wall as per design requirement. Structural sections for curtain glazing system shall have two channels to ventilate the glazing compartmentand to drain water infiltration outwards. Transom, 50 mm wide, are fixed to the mullions with self-tapping screws and with a specific fitting (the same for the whole transom gamut) that allows the frontal insertion of the profile. Special care to be taken to control thermal expansion of curtain wall grid elements. Mullion expansion joints are shall be covered with a synthetic anti-friction material to avoid metal to metal contact. Finishing trims connecting parapets and floors shall be providedby the specially designed sections. The curtain wall glazing shall be provided with side-hung or turn and tilt thermally insulated windows with hidden wing or top-hung self balanced windows with structural glazing as applicable. Sections : Extruded aluminum sections to conformEN AW-6060 T66 alloy (mechanical properties according to standard EN 755-2) homogenized billets with minimum alloy tolerances Dimension tolerances are in compliance with UNI EN 12020-2 standards.Thermal Break:The curtain wallsystem shallthermal conductivity (depending on thermal break elements and gaskets adopted) calculation to be provided in shop drawing as per EN 13947. The thermal barrier to be made by inserting a low thermal conductivity section, between mullion and pressure plate.Gaskets: Both static and dynamic gaskets are to bemade of EPDM (ethylene-propylene elastomer) andtheir characteristics shall comply with DIN 7863 standards.Accessories : Expansion joints for the mullions and brackets for transoms to bemade of primary aluminiumEN AW-6060 alloy. Seal joint-covers for joining between the different elements are made of a reinforced synthetic material. Transoms finishing flanges are made of a flexible thermoplastic material. Screws used to fix them, like all the bolts and nuts in the system, are A2 stainless steel. Projecting windows corner joints are made using extruded aluminium brackets. Hinges to be made from aluminium extruded elements with steel hinge pins and anti-friction resin bushings. Opening is limited by a rotating handle bolt with transmission rods and retention pawls. Locks can be extended on whole perimeter for large dimensions or when negative wind load is very high. Glazing : Double Glazing (6-12-6mm) with tempered tinted external pane and clear internal pane inthicknessesofglass is 6mm. ( to be checkedwith as per requirement of safety ) and retaining of glasses to be done by pressure plates with internal and external gaskets and is coverd by a face/cover plate. Internal gasket have a complete gamut of vulcanized corners. As regards glazing horizontal and inclined surfaces we recommend using double glazing with tempered external pane and stratified internal pane as required by safety regulations in force. Brackets : Brackets shall be of Stainless steel and fixed to the RCC structure using SS fastners and anchor bolts. Aluminium sections:Anodized aluminium extrusions satin finished (Min 25 Micron) in approved colour and shade. Fire Barrier : All curtain glazing should be filled with fire barrier material at every floors meeting 2 Hour fire resistance & smoke check. Designingincludes structural design of aluminium frame work, joints, brackets, fasteners, structural sealantetc. The rates shall include all labour, scaffolding, machinery, material, test, welding MS to MS / SS, chipping of walls beams, columns, making door, rectification ifrequired etc. all complete as per approved shop drawing and specifications. Louver panels :Color anodized aluminium louvers is to be provided as per the drawing and as directed by Engineer In-chargeDouble glazed fixed panel, double glazed openable panels shall be measured made by their respective item.Shop Drawing : The shop drawing and design details is to be prepared and submitted for approval of Engineer In-charge before the execution of the work. Note : Sample as per the approved shop drawing is to be installed at site on desired location for approval of the system complete as directed by Engineer In-Charge.
205	Designing, supplying and installingCurtain glazing framework including mullions, transoms, gutters, sills,trims, sashes for vision and spandrel panels & louver panel of approved size made of 0.6 mm thick aluminum alloy, of height 70mm and 47.5 mm wide intalled at necessary spacing of 70mm/100mm or as approved with anodised aluminium sections with necessary framing arrangements as per approved shop drawings and specifications.Note: 1. Curtain glazing framework shall be measured overall on the external faces as fixed on site (Outer to outer of frames)2. Minimum consumption of aluminium extruded sections in main frame and subframe / sashes put togethershall not be less than 6.5 kg / Sq.M
206	Supply & installing hermatically-sealed 6-12-6 mm double glazedfixed vision panel units for curtain glazing system as approved comprising of anouter heat strengthened color tint gray/graphite blue/green or approved shade with maximum U value 2.8 W/Sqm.K and reflective tinted float glass soft coated on surface #2 and an inner toughenedclear float glass, spacers, desiccants, with moisture absorbingcompound (silica gel), primary and secondary seals etc. all complete as per approved shop drawings and specifications.
207	Supply & installing hermatically-sealed 6-12-6 mm double glazedopenable vision panel (top hung / side hung) units for curtain glazing system including necessary stainless steel friction windo wstays, single point lock cum handle as approved comprising of anouter heat strengthened color tint gray/graphite blue/green or approved shade with maximum U value 2.8 W/Sqm.K and reflective tinted float glass coated on surface #2 and an inner toughenedclear float glass, spacers, desiccants, with moisture absorbingcompound (silica gel), primary and secondary seals etc. all complete as per approved shop drawings and specifications
208	SECTION - M : Internal PH Works Providing,laying , jointing, fixing and testing heavy quality ( (ISI Marked C-Class) Galvanised Iron pipes and ISI marked fittings like, tees, elbows, bends, unions, nipples,reducers etc. as required for the work, including testing the pipes and fittings for 10.00 Kg / Sq.Cmhydraulic pressurewith a minimum period of two hours duration with clean water, including cutting , threading, jointing with hemp yarn, white lead, jointing teflon tape, chasing walls and making good by filling with concrete 1:3:6, complete all as per specifications and drawings, including two coats of anti corrosive bitumastic paint, all as directed by the Engineer-in-charge.
209	15 mm dia G.I pipe
210	20 mm dia G.I pipe
211	25 mm dia G.I pipe
212	32 mm dia G.I pipe
213	40 mm dia G.I pipe
214	50 mm dia G.I pipe
215	63 mm dia G.I pipe
216	80 mm dia G.I pipe
217	100 mm dia G.I pipe
218	Providing and fixing wall mounted 15mm nominal bore Sensor faucet (Battery Operated) of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards, including all necessary fittings and accessories. The work shall include cutting and making good finish in the wall, fixing of concealed body and exposed part, connection with water supply line, and testing and commissioning of the complete installation etc, complete all as per manufacturer’s specifications and as directed by the Engineer-in-Charge.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
219	Providing and fixing 15mm nominal bore chrome finish single lever wall mounted basin mixer of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards with compatible concealed body as approved, including all necessary fittings and accessories. The work shall include cutting and making good finish in the wall, fixing of concealed body and exposed part, connection with water supply line, and testing and commissioning of the complete installation etc, complete all as per manufacturer’s specifications and as directed by the Engineer-in-Charge.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
220	Providing and fixing 15 mm n.b. C.P. Brass open Angular Stop Cock with Wall Flange of Heavy Quality with minimum flow rate of 32 Litre Per Minute @ 3 bar and recommended water pressure of 0.5 bar-5 bar or as approved equivalent as per specifications and as directed by the Engineer-in-charge.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
221	Providing and fixing C.P. brass 100 mm diameter shower rose with Shower arm of approved quality as per specifications and as directed by Engineer-in-charge complete.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
222	Providing and fixing 15 mm n.b. C.P. brass 2 way bib cock with wall flange with having minimum flow rate of 14 litre per minute @ 3 bar and recommended water pressure of 0.5 bar-5 bar or as approved equivalent as per specifications and as directed by the Engineer-in-charge.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
223	Providing and fixing Heavy Quality C.P. brasssink cock (table mounted model)of approvedqauality and as directed by the Engineer-in-charge. Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
224	Providing, supplying, fixing in position, under floors or in walls centrifugally cast iron pipes including required specials like bends, tees, \"Y\" collars, cowl etc for soil, waste and ventilation pipes conforming to IS.3989 or Cast iron hubless pipes conforming to IS: 15905 of approved quality including cost of jointing with spun yarn and molten lead of specified quantity, caulking the joints, including testing of pipes, painting with primer, fixing at walls with necessary approved type of clamps and brackets complete all as per drawings and specifications and as directed at site.
225	75 mm dia centrifugally cast (spun) iron socketed pipe as per IS:3989 with 0.90 kg lead / joint or compound made of epoxy, polymer, silicone, poly sulphide or Cast iron hubless pipes as per IS : 15905
226	100 mm dia centrifugally cast (spun) iron socketed pipeas per IS:3989 with 1.00 kg lead / joint or compound made of epoxy, polymer, silicone, poly sulphide or Cast iron hubless pipes as per IS : 15905
227	150 mm dia centrifugally cast (spun) iron socketed pipe as per IS:3989 with 1.20 kg lead / joint or compound made of epoxy, polymer, silicone, poly sulphide or Cast iron hubless pipes as per IS : 15905
228	Providing and fixing cast iron nahani trap / floor trap of 100 mm inlet and 75 mm outlet, (weighing 5.80 Kg each), jointing with lead with the connection pipes, placing as per the drawings, embedding in cement concrete 1:2: 4 and making circular hole up to floor level using 110 mm O/D PVC pipes of 6 Kg / sq.cm. pressure and fixing 1 No. 125 mm dia C. P brass grating ,complete all as specifications and drawings and as directed by the Engineer-in-charge.
229	Providing and fixing sensor based white vitreous china urinal set of approx. size 360 mm X 350 mm X 710 mm or as approved of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards flush pipe and C.P. brass spreaders, 32mm dia Urinal waste coupling and clamp etc. including making G.I water line connection ( Only G.I./CPVC pipes will be paid under relevant Item) Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
230	Providing and fixing white vitreous china urinal set of approx. size 360 mm X 350 mm X 710 mm or as approved of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards flush pipe and C.P. brass spreaders, 32mm dia Urinal waste coupling and clamp etc. including making G.I water line connection ( Only G.I./CPVC pipes will be paid under relevant Item)Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
231	Providing and fixingC.P. Brass push cock/auto closing valve of 15 mm diameter for urinals in G.I. lines including providing and fixing 15 mm CP Brass /copper pipes of required length with CP Nuts/pipe and washers from push cock to urinal spreaders including cost of spreaders making leaking tight, testing etc complete all as directed at site by the Project Engineer. Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
232	Providing and fixing Indian water closet (Orissa pan) meeting manufacturer\"s specifications of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards with 100 mm China ware P or S trap, One no. 10 litre High level or low level white PVC flushing cistern with flush pipe & bend with manually controlled device (handle lever) conforming to IS:7231, PVC 15 mm Inlet connection with all fittings and fixtures complete including all connection, embedding in position commissioning, cleaning etc. all as per drawings and specifications and as directed by the Engineer-in-charge. Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
233	Providing and fixing rimless wall hung vitreous china water closet of approx. size 380 mm x 515 mm x 360 mm or as approved of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards with soft close Slim Seat Cover of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards with all internal fitting, fixing with heavy duty solid rocking bolt , including attached flushing cistern, testing , commissioning & cleaning etc. complete all as per drawings and specifications and as directed at site. Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
234	Providing, supplying and fixing tankless vitreous china water closet of approx. size360 mm x 580 mm x 380 mm or as approved of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards touch free operation, Sensor Based Flushing, IPRating-IP68, UF Slim Seat Cover, Anti Bacterial Glaze, Single Flush-4.5 Litre Per Flush of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards with all internal fitting, fixing with heavy duty solid rocking bolt , including attached flushing cistern, testing , commissioning & cleaning etc. complete all as per drawings and specifications and as directed at site.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
235	Providing and fixing thin rim Over Counter Viterious china white / in colour as specified wash basin of approx. size 495 mm x 395 mm x 150 mm with 32 mm Heavy quality C.P. brass waste coupling of standard pattern, including cutting, and making good the walls and testing complete all as per specifications and as directed by Engineer-In-Charge.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
236	Providing and fixing viterious China wash basin of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards and colour as approved with C.I. brackets, 15 m C.P. brass pillar tap as approved,15 mm x 600 mm longPVC Inlet connection,32 mm heavy quality C.P. brass waste couplingof standard pattern, including painting of fittings and brackets, cutting and making good the walls and testing complete all as per specifications and as directed by the Engineer-in-chargeNote: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
237	White vitreous China wash basin size 630 mm x 450 mm or as approved with single 15 mm C.P. brass pillar tap
238	Providing and fixing stainless steel AISI 304 (18/8) satin finishkitchen sink of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards with drain board with approx. overall size of 1145 mm x 510 mm and approx. bowlsizeof 560 mm x 410 mm and 241 mm depthas approved with C.I. brackets and stainless steelwaste coupling, fittings,including painting the fittings and brackets with 3 coats of white enamel paint over a coat of primer, cutting and making good the walls wherever requried.complete as per specifications and as directed by the Engineer-in-charge Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
239	Providing and fixing PVC low level / high levelflushing cistern 10 litre capacity of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards and size in white colour with flush pipewith manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures etc. complete as per specifications and as directed by the Engineer-in-charge.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
240	Providing and fixing mirror of superior glass in wooden frame made of 1st Class teakwood moulding all around mirror as per approved design duly melamine polished, with 6mm thick both side laminated Boiling Waterproof (BWP) grade marine ply behind mirror of approved quality and of required shape and size of mirror fixed to walls with fixing arrangement complete all as per specifications and as directed by the Enginner-in-Charge.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
241	Providing and fixing mirror of superior glass of approved quality and of required shape and size with 6 mm thick Plain A.C sheet backing fixed to walls with consealed Brass C.P. Mirror screws and consealed washers etc. complete all as per specifications and as directed by the Enginner-in-ChargeNote: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
242	Extra for providing and fixing mirrors with approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards- Stainless Steel 304 grade STUDS ( with wall spacers) complete all as per specifications and as directed by the Enginner-in-Charge.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
243	Providing and fixing SS Toilet Paper roll holder with stainless steel flap of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standardscompletely fixed to walls with 30 mm C.P. brass screws with concealed fitting arrangement all as per specifications and as directed by the Enginner-in-Charge.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
244	Providing and fixing of high quality Stainless steel Body Liquid Soap dispenser of cylindrical shape of approx. 51mm in diameter and approx. 180 mm in height or as approved in approved finish, shape and approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards complete fixed to walls with required fastners all as directed by Engineer in Charge.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
245	Providing and fixing heavy quality C.P. brass bottle trap 31 mm / 32 mm or as approved, single piece moulded with height of 270mm of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal,as approved for wash basins / urinal etc all as per specifications and directed by the Engineer in charge.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
246	Providing and fixing C.P. Brass towel rail 600 mm long as approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards complete fixed to walls with 30 mm CP brass screws with concealed fitting arrangement all as directed by the project engineer. Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
247	Providing and fixing 15 mm PVC inlet connection suitable for hot and cold water 600 mm long with nuts andwashers complete for wash basins/ Urinals etc. with all necessary acessories completeas directed by the Engineer-in-charge.
248	Providing, supplying and fixing C.P. brass Body Health Faucet Jet of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards with wall hook and 1.50 M long Flexible or as approved of approve make meeting all technical specifications tube connection complete as per specifications and as directed by the Engineer-in-charge.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
249	Supply & Installation of Stainless Steel 304 hand dryer of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards with brush motor, Power 1650W,Voltage AC220-240V , 50/60Hz, Operation Touch Free Infra-Red Activation, Auto Cut Off 30 Sec, Speed 25000 RPM Noise Level 80db(A), Heater Element Heating PTC Element, Air Speed 85-95 m/s, Drying Time 15 s, Motor Brush Motor, Blowing Volume 150 m3/h, Waterproof IPX1, Weight 12 Kg, category hand dryer machine complete as per specifications and as directed by the Engineer-in-charge.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
250	Supply and fixing sand blasted toughened glass of 12 mm for urinal parititon (approx. size 1000 mm x 450mm) of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards for partitions with crystal edge polish and necessary patch fittings hunged on wall, all joints sealed with weather silicone sealent complete all as per approved shop drawings, complete as per specifications and as directed by the Engineer-in-charge.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
251	Providing and fixing C.P. brass 2 way Angle cock (2 Angle cock combinationin single fitting) of heavy quality as approved complete as per specifications and as directed by the Engineer-in-charge.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
252	Providing and fixing stainless steel movable hinged grab bar of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards (conforming to grade SS 304, satin finish) consisting of 38 mm dia. 18 SWG stainless steel pipe duly bended in required shape and size, hinged with 3mm thick stainless steel rectangular sheet of required size having 6 nos. holes and U shaped stainless steel clamp for holding the grab bar including cutting, bending welding grinding, polishing and fixing with suitable sized and nos. of dash fasteners complete as required. All bends to be neatly finished miter joints complete as per specifications and as directed by the Engineer-in-charge.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
253	Providing and fixing stainless steel urinal grab bar/wash basin Grab bar of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards (conforming to grade SS 304, satin finish) consisting of 38 mm dia. 18 SWG stainless steel pipe duly bended in required shape and size, hinged with 3mm thick stainless steel rectangular sheet of required size having 6 nos. holes and U shaped stainless steel clamp for holding the grab bar including cutting, bending welding grinding, polishing and fixing with suitable sized and nos. of dash fasteners complete as required. All bends to be neatly finished miter joints complete as per specifications and as directed by the Engineer-in-charge.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
254	Providing and fixing chrome finish brass wall mixer of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards for bathroom with L-bend connector for overhead shower alongwith mixer tap 2-in-1 for mixing of hot and cold water complete as per specifications and as directed by the Engineer-in-charge.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
255	Supply & Installation of Automatic Shoe Shining Machine of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards 90W, MaterialWood / 304 Stainless Steel, ColorSilver, OperationFully Automatic, Power90W, Rotational Speed 1400 RPM VoltageAC 220 V, 50Hz, Cream Tank Capacity 200 ml, TIme Protection 15 Seconds complete as per specifications and as directed by the Engineer-in-charge.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
256	Providingandfixing heavy quality brassballcockof approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards of following sizes with arm rod and Plastic Ball floats complete as per specifications and as directed by the Engineer-in-charge.Note: Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement.
257	Size 40 mm
258	Size 50 mm
259	Constructing brick masonry circular type manhole of internal diameter 910 mm at bottom and 560 mm diameter at top, with 230 mm brick work in cement mortar 1:4, inside and ouside & all exposed surfaces cement plaster 20 mm thick with cement mortar 1:3 finished with a foating coat of neat cement, foundation concrete of mix 1:3:6 and making necessary channel in cement concrete 1:2:4 finished with a floating coat of neat cement all complete as per standard design , fixing C.I circular manhole cover, C.I steps as per the drawing (C.I frame & cover, C.I steps and excavation work will be paid seperately under relevant Item.) For an initial depth of 910 mm
260	Extra over for depth beyond 910 mm for circular type manhole 910 mm internal diameter at bottom and 560 mm internal diameter at top, in brick work.
261	Providing, supplying, fabricating and fixing500 mm long G.I. pipe sleeves using \"C\" class pipeswith puddle flange of specified size made of 6 mm thick M.S plate and pipes threaded at one end / both end as specified embedding in the concrete for Water tanks, etc . All as per drawings and specifications and as directed by the Engineer-in-charge.
262	Heavy quality \"C\" class 50 mm n/b G.I pipe as approvedwith puddle flange of 150 mm x 150 mm
263	Providing and fixing Chlorinated PVC (CPVC) pipes having thermal stability for hot & cold watersupply (as ASTM Standard 2846 & SDR - 11Grade) including all CPVC Plain & Brass threaded fittings, fittings required for connection with G.I. pipe i.e., Male female unions etc., fixing the pipe with clamps including chasing the walls, concealing the pipes and makinggood the same etc. This includes jointing of pipes & fittings with CPVC Solvent cement & testing the joints complete as per specifications and as directed by the Engineer-in-charge.
264	15 mm outer diameter CPVC pipe (Concealed)
265	20 mm outer diameterCPVC pipe (Concealed)
266	25 mm outer diameterCPVC pipe (Concealed)
267	32 mm outer diameterCPVC pipe (Concealed)
268	40 mm outer diameterCPVC pipe (Concealed)
269	50 mm outer diameterCPVC pipe (Concealed)
270	Providing & fixing in position heavy pattern screw down gun metal gate valve with handles and wheels of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards including testing for 10Kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc complete as per specifications and as directed by the Engineer-in-charge.
271	15 mm n.b
272	20 mm n.b
273	25 mm n.b
274	32 mm n.b
275	40 mm n.b
276	50 mm n.b
277	65 mm n.b
278	80 mm n.b
279	100 mm n.b
280	Providing and fixing 150 mm x 150 mmcast iron grating for rain water down takes at roof includingchipping andgroutingcomplete all as directed by the Engineer-in-charge
281	Providing and fixing UPVC pipes for rain water spouts in chajjas etc using specified size as approved including cutting and fixing all as directed by the Engineer-in-charge complete.
282	SWR PIPE 90 mm O/D
283	Providing, layingto the slope specified and jointing glazed stoneware pipes grade \"A\" with stiff mixture of cement mortar in the order of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete directed by the Engineer-in-charge complete. Excluding excavation and refilling which will be paid under relevant Item.
284	100 mm diameter
285	150 mm diameter
286	Providing and fixing square mouth S.W. gully trap complete with CI grating brick masonry chamber with water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.5 kg and frame to be not less than 2.70 kg as per standard design. - 150 mm x 100 mm size gully trap \"P\" type
287	Providing and laying non pressure NP2 class RCC Hume pipes of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards, with collars jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes and as per the drawings and specifications and as directed by the Engineer-in-charge including testing of joints etc. complete. Note - Hume pipe shall be provided with one side Collar, factory made.
288	150 mm Dia RCC Hume pipe class Np2
289	250 mm Dia RCC Hume pipe class Np2
290	300 mm Dia RCC Hume pipe class Np2
291	450 mm Dia RCC Hume pipe class Np2
292	Providing and constructioning Inspection chambers of Internal size clear dimension of 900 mm x 600 mm in 230 mm thick brick masonry with cement mortar 1:4over a bed of 150 mm thick 1:4:8 cement concrete foundation, plastering with cement mortar 1:4 20 mm thick on inside, out side and all exposed sufaces finished with a floating coat of neat cement, brick corbelling at top to provide opening of 900 X 450 mm, embedding the frame and cover with CC 1:2:4 concrete, and fixing cast iron steps if necessary at 300mm intervals complete . Depth of chamber not exceeding 900 mm. (excavation, soling, cast iron cover and C.I steps will be paid separately under relevant item)
293	Extra depth over initial depth of 900 mm for chambers of 900 x 600 mm internal size.including fixing cast iron steps (C.I steps shall be paid under relevant item)
294	Supplying and fixing Cast Iron steps/cover for Man hole and Inspection Chamber of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards and weight as specified in the drawings or as directed by the Engineer in charge.
295	Providing and fixing PVC rain water pipes conforming to relevant IS type B and PVC SWR fittings & specials conforming to relevant IS including jointing with seal ring / With PVC solvent adhesive including fixing in walls using clamps etc completeall as per drawings, specifications and as directed by the Engineer-in-charge.
296	SWR PIPE 110 mm O/D
297	SWR PIPE 160 mm O/D
298	Providing and placing in position suitable PVC water stops ofapproved make or approved equivalent meeting all the technical parameters as per relevant codes and standards conforming to IS 12200for construction / expansion joints between two RCC Members and fixed to the reinforcement with binding wire before pouring concrete etc. complete as per specifications and as directed by the Engineer-in-charge
299	225 mm wide water stopper
300	150 mm wide water stopper
301	Providing and constructing storm water chambers of internal clear dimension of 600 mm x 600 mm x 1200 mm deep in 230 mm thick brick masonry with cement mortar 1:4over a bed of 150 mm thick 1:4:8 cement concrete foundation, plastering with cement mortar 1:4 20 mm thick on inside, outside and all exposed sufaces finished with a floating coat of neat cement,embedding theC.I frame and cover / RCC with 1:2:4 concrete/ RCC Precast slab by making suitable rebate in concrete, and fixing cast Iron steps if necessary at 300 mm intervals complete as directed by the Engineer-in-charge. Depth of Chamber not exceeding 1200 mm. (Excavation, soling, cast iron cover, C.I steps and precast slabwill be paid separately under relevant item)
302	Extra for depth beyond 1200 mm for constructing storm waterchambers of internal clear dimension of 600mm x 600mm x1200 mm in 230 mm thick brick masonry with cement mortar 1:4, plastering with cement mortar 1:420 mm thick on inside, out side and all exposed sufaces finished with a floating coat of neat cement, complete all as directed by the Engineer-in-charge
303	Providing, supplying and filling brick bats of size 40 mm to 75 mm in Soak pit as directed by the Engineer in charge
304	SECTION - N: Miscellaneous Works Providing and fixing double tubular scaffolding system using H- frames with cup lock type on the exterior side at all levels upto 50m made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S clamps and M.S staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and as approved by the Engineer -in - charge. The elevational area of the scaffolding shall be measured for payment purposes. The payment shall be made once irrespective of duration of scaffolding.Note: Scaffolding should be designed as per relevant IS Code and to be erected upto terrace parapet level of (G+9) storied structure. The scaffolding should be laterally tied/ Supported from the building external face with the help of plate EP fixed with anchor fastener and with face bracing, diagonal bracing, lateral ties etc. The anchor holes shall be made good at the time of removal of scaffolding at no extra cost.
305	Supplying and injecting with approved quality chemical emulsion at the rates and concentrations as per latest revision of IS 6313 : Part II for preconstructional antitermite treatment and creating a chemical barrier under and alround the masonry pits, masonry foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, surfaces of RCC works for a depth of min. 500 mm from the finished ground level, surrounding of pipes, conduits etc., walls retaining soil above floor level, apron and drain along the perimeter of the building including all byeworks complete as per specification and direction of Engineer Incharge (only ground floor plinth area of the building will be measured for the payment in the following three stages. (i) 20% after completion of the foundations (ii) 50% after completion of the ground floor flooring (iii) 30% after completion ofall treatment works including ground floor doors & windows. Work to be executed by approved agency or approved equivalent meeting all the technical parameters as per relevant codes and standards and specified guarantee for 10 (ten) years shall be furnished by the contractor.
306	Providing filter media of size 300 mm x 300 mm at external face of Drains at Weep hole locations using stone aggregates of size 63 mm to 45 mm during refilling of earth around the drains all as directed by Engineer in charge.
307	Providing and Fixing Anchor Fastner ofapproved make or approved equivalent meeting all the technical parameters as per relevant codes and standards including drilling in concrete as per requirement for fixing EPs or other structures all as specified by the manufacturer complete all as per specifications and drawings
308	Heavy duty wedge anchor A4 SS, externally threaded 10 mm x 110 mm
309	Heavy duty wedge anchor A4 SS, externally threaded 12 mm x 131 mm
310	Providing and fixing post-installed chemical anchors using reinforcement bar of various sizes( from 8 mm to 40mm diameter) of high load carrying capacity using injection grout system of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards including transporting the materials, drilling holes by rotary hammer drill/ core cutting, dust removing/cleaning the drill holes, batching, mixing of resin and hardener, inserting & anchoring rebars of specified diameter in existing concrete surfaces using resin based anchoring grout with minimum drilling depth of 10 times the diameter of the reinforcement steel all complete as directed by Engineer-in-Charge. Note: Steel rebars shall be paid separately under relevant item.
311	10 mm diameter
312	12 mm diameter
313	Carrying out Civil Engineering works like surveying & leveling, checking of formwork fabrication, reinforcement fabrication as per drawings, witnessing sample retrieval & testing for various construction materials, ensuring concrete ingredient ratio at batching plant and pouring of appropriate grade of concrete in plain and reinforced concrete works, ensuring proper mixing of approved ingredients & waterproofing admixtures for mortars and brickwork, plaster, flooring & waterproofing works and other civil & PH works including supervision of construction safety as per BARC specifications & relevant documentation, compiling, binding and preparation of tender documents & Agreements overall as directed by Engineer-in-Charge. Note : (1) Each Job shall be carried out by one qualified Degree holder Civil Engineer with 2 (Two) years experience or Diploma holder with 5 (Five) years experience (Licentiate in Civil/Construction Engineering / Technology) conducted by Board of Technical Examinations / University / Autonomous Govt. / Govt. recognized recognized Polytechnic/ Institute. (2) Deployment: The contractor shall deploy one Engineer for each job for minimum 26 working days per month for minimum 8 ½ hours per day with 30 minutes of break, in General (Ist / IInd) or on Round the clock shift including Saturdays, Sundays & holidays whenever necessary as per the discretion of the Engineer-in-Charge during the contract period. In case of emergency works like continuous pouring of concrete or shutdown/maintenance work, the Engineer will have to stay longer occasionally as per the instruction of the Engineer in-charge. No additional payment will be made on this account. (3) Period of work: The contractor shall carry out number of Jobs per month as per requirement at site for the period mentioned in NIT. (4) Mode of measurement : Measurement will be per job basis. A single job shall be carried out by deploying one Engineer exclusively for the particular job. (5) Engineer should be engaged after scrutiny by EIC of CED, BARC and approved by Competent authority and the deployed Engineer will report to BARC Engineer/ Engineer-in-Charge. (6) The minimum notice period before change of engineer is 1 (one) month; failing which a compensation, for not providing technical support, of Rs. 1,580/- per day of shortfall in notice period will be levied on the contractor.
314	Providing light Non-AC four wheeler vehicle of minimum five seaters capacity on hiring basis, including Driver, for the use of CED, BARC for 6 days a week, for carrying out day-to day official movement inside and outside BARC, Mumbai as directed by the Engineer-in-Charge. (10 Hrs. a day or 80 km max as per certification of Engineer-in-Charge). Conditions: 1. The make and model of the vehicle should be less than 5 Years old, roadworthy with all valid documents. 2. The Reporting time at the place of duty / as instructed by EIC shall be considered for the billing / measurement / payment. 3. In case the vehicle is parked inside BARC premises then the reporting time of the driver to EIC shall be considered for the billing/ measurement/ payment. 4. Break Down Hours as per actuals and Lunch break (30 min.) timings shall not be onsidered for payment. 5. Fraction of hours shall be rounded off to nearest half an hour at the time of preparing the Running / final bills 6. BARC being a restricted place, the driver should have good credentials and shall have valid Police Verification / Clearance Certificate (PVC), driving license and address proof. They should be in a position to understand Hindi / English / local language. 7. The cost of POL, maintenance of vehicle including replacement of parts, fuel, etc., wages of driver, Motor Vehicle taxes, comprehensive insurance, etc. shall be payable by contractor and BARC shall have no liability towards usage of the vehicle. 8. The vehicle shall be maintained in good running condition with good upholstery, fitness, good tyres and shall commensurate with the image of BARC. The tyres of the vehicles shall be replaced periodically and always with brand new tyres and not retreated ones. 9. The vehicle should be free from all sorts of defects and will be subjected to inspection by a representative of BARC whose decision is final and binding as regards suitability of that particular vehicle. 10. The vehicle should be with a board \"ON GOVERNMENT OF INDIA DUTY\" and should preferably be in White Colour. 11.The cost of POL, maintenance and servicing of \"vehicle including replacement of parts, payment to the driver, Motor Vehicle taxes, comprehensive insurance, etc. shall be payable by the Contractor and BARC shall have no liability on these accounts. 12. The driver of the vehicle shall maintain Log book supplied by BARC and is required to obtain the signature of the user whenever the vehicle is used. 13.You are required to deploy same vehicle on day-to-day basis. 14. No revision of price shall be entertained during the period of contract. 15. In the event of breakdown of vehicle , alternative vehicle should be provided immediately .In case of failure to provide alternative vehicle within 2 hours, the department would hire a vehicle on daily basis and the expenditure would be debited to your account besides imposing penalty of Rs. 500/- per day. 16. In case of absence of vehicle even for a day , proportionate payment towards a day will be deducted from monthly bill besides imposing a penalty of Rs. 500/-per day. 17. The charges for Extra KMS over and above 80 KMS per day is fixed to Rs. 7.00 ( Rupees Seven only ) per KM. 18. Hours more / less than 10 Hrs. a day will be paid / deducted on pro-rata basis. 19. The Contractor should have one spare driver having valid PVC for replacement in case of emergency, sickness etc. of the regular Drivers. 20. The rates are inclusive of all taxes if any, excluding Goods & Service taxes (GST).
315	Carrying out Civil Engineering works like surveying & leveling, checking of form work fabrication, reinforcement fabrication as per drawings, witnessing sample retrieval & testing for various construction materials, ensuring concrete ingredient ratio at batching plant and pouring of appropriate grade of concrete in plain and reinforced concrete works, ensuring proper mixing of approved ingredients & waterproofing admixtures for mortars and brickwork, plaster, flooring & waterproofing works, and other civil & PH works including supervision of construction safety as per BARC specifications & relevant documentation, compiling, binding and preparation of tender documents & Agreements overall as directed by Engineer-in-Charge. Notes : (1) Each Job shall be carried out by one qualified Technician having SSC with Trade certificate in Masonary/Plumber/Carpenter/Painter Trade of not less than one year duration from ITI/Government Recognised Vocational Training Institute or experienced Technician retired from Government service. (2) Deployment: The contractor shall deploy one Technician for each job as Single Day work for 6 working days per week for minimum 8 ½ hours per day with 30 minutes of break, in General (Ist / IInd) or on Round the clock shift including Saturdays, Sundays & holidays whenever necessary as per the discretion of the Engineer-in-Charge during the contract period. In case of emergency works like continuous pouring of concrete or shutdown/maintainance work, the Technician will have to stay longer occasionally as per the instruction of the Engineer in-charge. No additional payment will be made on this account . (3) Period of work: The contractor shall carry out number of Jobs per day as directed by Engineer-in -Charge. (4) Mode of measurement : Measurement will be per job basis per day. A single job shall be carried out by deploying one Technician exclusively for the particular job. (5) The Technician should be engaged after scrutiny by Engineer-in-Charge of CED, BARC and approved by Competent authority and the deployed Technician will report to BARC Engineer/ Engineer-in-Charge. (6) The minimum notice period before change of technician is 1 (One) month; failing which a compensation, for not providing technical support, of Rs. 1249/- per day of shortfall in notice period will be levied on the contractor.
316	Supplying of Unskilled man power / labour for loading / unloading, area cleaning and miscellaneous works. etc. including cost of equipement whichever is required at site. \"Deployment: The contractor shall deploy one un-skilled worker for each job for 8 ½ hours per day with 30 minutes of break, in General (Ist / IInd) or on Round the clock shift whenever necessary as per the discretion of the Engineer-in-Charge during the contract period.
317	Supplying and installation of M.S. PORTA CABIN FOR OFFICE BLOCK OF SIZE 20 feet X 10 feet X 8.5 feet (along with Two computer tables, Six office chairs, One File cabinet of size 4\"x3\" with locking arrangement,one steel rack, One all in one Personal Computer(with minimun of 8GB RAM and 1TB Hard disk with latest software), One all in one Inkjet Printer , One window AC of 1.5T capacity and One white Board of size 4 feet X 3 feet, 1 External door, 2 Windows , 4 tube lights ( one at out side), 1 exhaust fan, 1 RO+UV water filter along with required piped connection) by using suitable capacity hydra crane for handling etc. as per specifications and instructions of Engg-in-Charge. i) Floor Frame made of 100mm C Channel with 60 x 40mm Pipe grids of 600mm x 600mm, 18mm thick cement bonded ply fixed on this grid with 1.3mm vinyl carpet or equivalent sections as per manufacturer specifications. ii) Roof Frame made of 75mm C channel with 50mm x 50mm x 16g sq. pipe Grid GI 18g sheet welded on top of the frame to form two sided slope roof or equivalent sections. iii) Exterior walls appx. 1.2mm GI specially corrugated sheet welded on roof and flooring. iv) Interior Wall and Interior Roof insulated with glass wool 50mm thick, inside panelling of 8mm particle board, laminate finish, colour as per standard practice, powder coated aluminium aluminium section used on all joints of panels, 40mm wooden moulding used as skirting of wall and also to hold carpet. v) Doors especially bended door frame ( External wall and Inner wall of the door will be Galvanized sheet of 1.25 mm with Latch lock, door handles, hand drop(aldrop) and door closer. vi) All components are primed internally & externally and painted with two coats of Textured PU paint. vii) All wiring shall be concealed type using copper conductor FRLS cables of ISI quality 3/20 size wire used for light , sockets & 6/16 for main incoming 15 amp plug with switches, MCB, input sockets for tube light, door-way, wall ceiling mounted cabin light and fans complete as directed by Engineer-in-charge. Notes : 1. Plan, Elevation and Sections of drawings shall be submitted to the department for approval before fabrication. 2. Two Pre-inspections of Porta cabin during fabrication and before procurement shall be conducted by Contractor.
318	Providing, supplying and installation of M.S. PORTA CABIN FOR TOILET BLOCK OF SIZE 10 feet X 10 feet X 8.5 feet (Includes 2 urinals, 2 EWC, 2 wash basins,One Readymade water tank of capacity 1000 ltrs, Septic tank, Soak pit, all plumbing lines, fitting and fixtures, 1 External door, 2 internal doors and 4 Ventilators, 4 tube lights ( one at out side), 2 exhaust fans, by using suitable capacity hydra crane as per specifications and instructions of Engg-in-Charge.i) Floor Frame made of 100mm C Channel with 60 x 40mm Pipe grids of 600mm x 600mm, 18mm thick cement bonded ply fixed on this grid with 1.3mm vinyl carpet or equivalent sections as per manufacturer specifications. ii) Roof Frame made of 75mm C channel with 50mm x 50mm x 16g sq. pipe Grid GI 18g sheet welded on top of the frame to form two sided slope roof or equivalent sections. iii) Exterior walls appx. 1.2mm GI specially corrugated sheet welded on roof and flooring. iv) Interior Wall and Interior Roof insulated with glass wool 50mm thick, inside panelling of 8mm particle board, laminate finish, colour as per standard practice, powder coated aluminium aluminium section used on all joints of panels, 40mm wooden moulding used as skirting of wall and also to hold carpet. v) Doors especially bended door frame ( External wall and Inner wall of the door will be Galvanized sheet of 1.25 mm with Latch lock, door handles, hand drop(aldrop) and door closer. vi) All components are primed internally & externally and painted with two coats of Textured PU paint. vii) All wiring shall be concealed type using copper conductor FRLS cables of ISI quality 3/20 size wire used for light , sockets & 6/16 for main incoming 15 amp plug with switches, MCB, input sockets for tube light, door-way, wall ceiling mounted cabin light and fans complete as directed by Engineer-in-charge. Notes : 1. Plan, Elevation and Sections of drawings shall be submitted to the department for approval before fabrication. 2. Two Pre-inspections of Porta cabin during fabrication and before procurement shall be conducted by Contractor.
319	Supplying and fixing Rolling shutters of approved quality made out of required size of MS lathes 18 gauge interlocked together throughout entire length and jointed together at the end by end locks mounted on specially designed pipes shaft with brackets, side guides and arrangements for inside & outside locking with push and pull operation complete including the cost of providing and fixing necessary springs of required size and M. S top cover of required thickness for rolling shutters
320	Rolling shutters gear operated type of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards with handles including top hood 0.90 mm thick
321	Extra over the cost of rolling shutters for providing wicket gate of specified size in the M.S. rolling shutters including fixing with fixing arrangements, hinges, locking arrangements, frames etc. all as per standard specifications and as directed by the Engineer-in-charge complete.
322	Extra over the cost of rolling shutters for providing and fixing motorized arrangements( with remote & manual operation) including designing, control panels, limit switches,required wiring and cables from panel to motor and required size of shaft etc of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards as per relevant codes and standards all as per standard specifications including commisioning and testing complete as directed by the Engineer-in-charge. Power supply point also to be provided from nearest Supply point.
323	For rolling shutters up to 15.00 sq.m opening area.
324	For rolling shutters above 15.00 Sq.m and up to 30.00 sq.m opening area.
325	Extra for Providing grilled rolling shutter manufactured out of 8 mm dia MS Bar instead of lathes as per specifications, design as approved by the Engineer-in-charge complete.
326	Providing and fixing in position 50 mm thick Thermocole board heavy density minimum 18.00 Kg/ Cu.m weight wrapped in 200 micron thickness Polythene sheets and placing in machine foundation works complete as per specifications and drawings and as directed by the Engineer incharge
327	Cleaning the horizontal and vertical surface, chasing opening the construction joints, cracks, honeycombing area, etc. and grout with low viscosity epoxy material (with hardener & resin) with all required equipment as per manufacturer specification, curing etc. complete and as directed by Engineer In Charge.
328	Providing and fixing of SS Nozzles for injection grouting as per manufacturer\"s specifications and directed of Engineer-in-charge.
329	Grouting of Lean Cement grout mixed with Non Shrink Compound/ polymer in pre fixed nipples with High Pressure Hand Pump, removing the nipples after grouting the area and finishing the area with approved material complete all as directed by the Project Engineer at site.
330	Grouting (only quantity of Cement used for grouting will be measured and paid) The Contractor shall maintain Log book for consumption of Cement duly approved by Engineer in Charge .
331	Drilling Holes of 12/13mm diameter and fixing Aluminium/ PVC nipples using Ready Mix High Strength Mortar.
332	Providing and injecting non shrink grout of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards (General Purpose grout) including mixing , pouring, curing as per menufacture specifications , including scaffolding complete all as per specifications and as directed by Engineer-in-charge. Note: Joint of external brick panel and RCC beam/Column to be grouted with the above grouting material.
333	Dismantlingplain cement concretemanually / by mechanical meanscarefully without damaging adjacent structures including disposal of debris within 200 m lead as per direction of Engineer-in-charge
334	Dismantling of RCC works carefullymanually without damaging adjacent structures excluding cutting of reinforcementincluding stacking of steel reinforcement bars and disposal of unserviceable materials within 200 m lead as per direction of Engineer-in-charge
335	Dismantling brick work in Cement mortar carefully without damaging adjacent structures including stacking of materials and dispoal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge
336	Demolishing Stone rubble masonry (In cement mortar) manually / by mechanical means carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge
337	Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismantling and stacking within 100 m lead
338	Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 100 m lead. For thickness of tiles above 10 mm and up to 25 mm
339	Demolishing dry stone pitching in floors, drains etc. including stacking serviceable materials and disposal of unserviceable materials within 200 m lead
340	Dismantling stone slab flooring laid in cement mortar including stacking of serviceable materialsand disposal of unserviceable materials within 200 m lead
341	Dismantling Bituminous road including stacking of serviceable materails and disposal of unserviceable materials within 200 m lead
342	Supply, Installaton, testing and commissioning (SITC) ofWall water fall as per drawings and specifications complete as directed by Engineer-in-Charge.1) Water header SS 30440mm OD 4mm thick pipe for wall water fall fountain 3mt ( ¼” chrome plating brass nozzle35 mm distance each to another nozzle, 85 pieces of nozzle and with moving head and 85 pieces of adjustable moving head with presser controller .2) Supply & Installation of suitable open well submersible pump set of IP 0.68 for fountain with cast iron body & impeller of approx. suction 50 mm & delivery 40 mm, suitableSS filter at suction of pump, suitable motor - 1.1 KW, 1.5 HP flow rate head 8mt 6 LPS, Rated Voltage 415 volts .3) Supply & installation of Outdoor type IP 67 double door canopy control starter panel for pump and lights with MCB, connectors, push buttons, 1phase indicator, Auto manual switch, Timer, relay . 4) 40mm dia 4mm thick SS 304 pipe for water line, L bow, tee, valve, joinder , reducer and union. 5) Electric cable for pump & light, 4mm 3core, 2.5mm 4core for light & HDP pipe with hardware row materials for pump & light separate electric line.6) IP 69 under water 18W warm white LED light / RGB light with controller and SMPS as per drawings and specifications. Note: 1) The rate includes necessary granite cladding work as per drawings and specifications. 2) The rate includes necessary lighting arrangements, motors, starter panels etcthrough Approved Professional Fountain agencies or approved equivalent meeting all the technical parameters. 3) Shop / fabrication drawing has to be submitted for approval of Engineer-in Charge prior to execution of work along with preparation of 3D drawing(s).
343	Designing, providing and fixing of 4 mm thick ACP sheet of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards and approved shade ofAluminium Composite Metal Panel cladding at different locations including soffits of over-hangs but excluding aluminium frame work with grids filled in with weather silicon sealant as per the drawings. The ACM panel composition shall be of 0.5 mm thick PVDF coated aluminium sheet + 3 mm thick low density polyethelene virgin resin core + 0.5 mm thick polyester (PVDF) coated Aluminium sheet all complete as per approved shop drawings and specification (Aluminium frame work will be paid under reelevant item). Note : ACMP shall be measured to the actual visible area of the ACP sheet including silicon joints as fixed on site.
344	Providing graphical designs in Flooring using Water Jet cutting Method /by CNC machines as per the designs given in the drawings to get Uniform sharp Joints etc all as per drawings (Cutting length using water jet alone will be measured) In Granite / Marble/ Vitrified tiles.
345	Providing and fixing 12mm thick Acrylic solid surface sheet of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards and ofapproved shade with required chemical, approved make meeting technical parameters and shade over suitable base in required shape and size as per drawings and specifications including buffing, finishing, glue and fillers. The quoted rate shall include all tools & tackles, consumables, nails & screws etc, Chemical for sticking, transportation, labours, scaffolding all complete as directed by Engineer in Charge. Note : The rate includes cost of adhesive wastage in Acrylic solid surface sheet and all other consumables.
346	Providng and fixing at and near ground level precast cement concrete 1:2:4 in kerbs, edgings etc. as per approved patterns and setting in position with C.M 1:3 (using crushed sand) including consolidation, curing, cost of required centering, shuttering, finishing smooth with 6 mm thick cement plaster 1:3 (using crushed sand) on exposed surfaces complete as per specifications and as directed by the Engineer-in-charge
347	Providing and fixing factory-made Top Mounted Round Baluster Railing System with Horizontal Members of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards, suitable for staircase railing with total height of 1,000 mm from finished floor/ upstand level, fabricated from AISI 316 grade stainless steel complete with all accessories, fixing materials, and installation, as per approved drawings and specifications and direction of Engineer-in-Charge.The system shall comprise the following:Handrail: 50 mm dia × 1.5 mm thick AISI 316 grade SS modular handrail, top-mounted, satin (brushed) finish, continuous and jointed with concealed connectors.Baluster: 42.4 mm dia × 1.5 mm thick AISI 316 grade SS round baluster or as approved with accessories, fixed through Ø100 mm × 8 mm thick SS316 base plate using approved anchors (4 nos. per base plate).Horizontal Members: 19 mm dia × 1.5 mm thick AISI 316 grade SS horizontal rods (three non-continuous members per panel) fixed with concealed fittings to the baluster.Fixing: Balusters to be installed at approximately 1,200 mm c/c or as per site condition and approved shop drawings.Finish: All exposed surfaces to be in Satin Stainless Steel (SSS) finish, corrosion-resistant, maintenance-free, and conforming to architectural standards.The railing system shall be factory-fabricated, weld-free modular type, designed for durability, high strength, and safety, ensuring neat appearance and easy site assembly with modular fittings.
348	Providing and fixing factory-made Top Mounted Aluminum Channel Glass Railing System of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards, suitable for balcony railing, having height as per drawing and as approved from finished floor/upstand level, complete with toughened glass, aluminum handrail, fixing materials, and accessories, all as per approved shop drawings, manufacturer’s specifications, and direction of the Engineer-in-Charge.The system shall comprise the following:Handrail: 50 mm × 50 mm rectangular section, made of high-quality aluminum alloy, powder coated in silver finish, fixed over the glass top edge with concealed brackets and joints.Channel Base: Continuous top-mounted aluminum channel section of size 86 mm × 37 mm, silver powder-coated finish, securely anchored to the concrete base with approved anchors or equivalent approved fasteners.Glass Panel: 12 mm thick straight toughened clear safety glass, factory-polished edges, fixed in channel using EPDM gaskets and high-temperature resistant sealants for rattle-free performance and long-term stability.Finish: All aluminum members to be anodized/powder coated (minimum 60 microns) in approved shade, corrosion-resistant, weatherproof, and maintenance-free.Installation: Complete installation including alignment, fixing, leveling, sealing, and finishing in proper line and plumb, using all required hardware, gaskets, sealants, and anchors as per manufacturer’s standard details.The system shall be modular, weld-free, and aesthetically designed for modern architectural facades, ensuring structural stability and safety as per relevant IS codes and manufacturer’s testing standards
349	Providing and fixing top mounted aluminium handrail system complete with 50 mm X 50 mm Rectangular High Quality Powder Coating wooden finish Aluminum Handrail, Top Mounted Aluminum without coating Block 78 mm x 74mm x 75mm with with suitable frame Anchor with Powder coatingwooden finish cover both Side to conceal aluminum block, with 12mm thick a Straight Toughened Glassand required accessories. The work shall include supply of all materials, fabrication, powder coating, site installation, anchoring, sealing, testing and finishing — all complete as per approved drawing and direction of Engineer-in-Charge.
350	Providing and supplying manually operated blind of Opaque Honeycomb (Inside Honeycomb) shades or as approved an antimicrobial fabric treatment ensuring superior hygiene and durability of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards. The fabric carries a fire protection rating of NFPA 701 and is designed with three air pockets for maximum thermal insulation and energy efficiency. It also provides an acoustic performance of up to 0.70 NRC, enhancing sound absorption and comfort in interior spaces.Constructed from 100% spun-bonded, non-woven polyester fiber, the Duette fabric exhibits high tear strength, anti-static properties, color fastness, and long-lasting resilience. Each hexagonally shaped Duette pleat is precision-engineered to form a cellular construction, ensuring independent pleat operation, excellent pleat retention, and superior structural strength.Headrail and Bottom Rail:Made from Aluminium Alloy 6063-T6, designed for smooth, quiet, and trouble-free operation.Headrail dimensions: 50.4mm × 47.6mm × 1.27mm (thickness) with a powder-coated white finish (60–80 microns).Bottom rail dimensions: 47.6mm × 29mm × 1.2mm, also in Aluminium Alloy 6063-T6 with a standard powder-coated white finish (60–80 microns).Components are color-coordinated and internally fitted to ensure optimal performance and aesthetic appeal.Fabric & Components:Fully concealed cords and cord holes within the fabric structure.Installation brackets: High-tension spring steel suitable for ceiling or wall mounting, compatible with extension brackets.Extension brackets: Press-formed from 19 × 3.2mm mild steel, finished in clear passivized zinc plating.Polyester cord: 0.9mm woven hollow core construction.Rail slat insert: 25mm wide, 0.175–0.2mm thick crowned aluminium slat.End caps: Molded acrylic, color-matched to head and bottom rails. Item includes the cost requires for all arrangements/fixtures required foe manual operation of blind complete as directed by Engineer-in-charge.
351	Providing, supplying and fixing Venetian Roller Blinds with pelmet of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards with all accessories and fabricating to required sizes etc. as per approved design and approved fabric complete all as directed by the Engineer-in-charge.
352	Preparation of Coordinated Services & Finishing drawings, in CAD and in PDF formats, with reference to the site-use drawings issued by the Department for architectural finishes & features, structural use and for all kinds of services like electrical raceways & conduits, mechanical, public health (PH), LAN, AV & Computer, CCTV & other instrumentation, furniture layout & dimensions etc. including generation of sections, wall elevations, blow-up details etc. showing the finishing & the service locations with detailed dimensions, nomenclature & legends and submission of the coordinated drawings in soft & hard copies for site use / reference during the construction of the facility all inclusive of professional charges, material cost & consumables etc. all complete as directed by the Engineer-in-Charge. Notes : 1) the coordinated drawings will be reviewed & modified periodically by the Department in 3 (three) stages viz. preliminary, intermediate and final stage. 2) the contractor shall engage experienced Architect & draftsman for preparation of coodinated drawings and coordination & interaction with the departmental representatives for the revision(s) and approval of the drawings. 3) the legible copies of the signed coordinated shall be displayed at site, for ready reference during construction, by the contractor at his own cost. 4) The co-ordinated drawings shall be up to scale and shall show the sub-set / details of each services individually, if required by the Engineer-in-charge. 5) Inputs from the department: site use drawings for architectural, strucural, PH, electrical, mechanical, LAN, AV & Computer, CCTV & other instrumentation, furniture layout etc. as applicable for the work.
353	Providing and fixing hand rail using304 grade Stainless Steel pipesof approved size and qualityby welding, mirror / matt polishing, fixing at siteetc. forbalcony railing & staircases railing including special sections as per drawings, specifications. complete as directed by the Engineer-in-charge
354	Providing and fixing factory-made Hatch Box assembly for the fire escape chute system of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards, fabricated from SS 304 grade stainless steel certified to Japanese Industrial Standards (JIS) or other equivalent code, complete with all fixing accessories. The scope includes the complete design, manufacturing, supply, installation, and commissioning of the system all as per the manufacturer’s specifications and the direction of the Engineer-in-Charge. The hatch box shall be the ground installation type, designed to fit a floor cutout space of 650mm x 650mm, and fabricated from 1.2 mm thick SS 304 plates. The unit is to be installed flush with the finished floor level and securely fixed to the slab using a minimum of two anchor bolts per base plate. Note:1) The quoted rate shall include the complete hatch box assembly, anchor bolts, fasteners, and all labor for a complete installation. 2) Shop drawings of the hatch box shall be submitted for approval from the Engineer-in-Charge before fabrication.3) Installation shall ensure proper alignment and smooth operation of the hatch door.
355	Providing and fixing factory-made Vertical Spiral Type Fire Escape Chute, of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards, certified to Japanese Industrial Standards (JIS) or other equivalent code,. The scope includes the complete design, manufacturing, supply, installation, and commissioning of the system with a customized length suitable for the building\"s vertical height, all as per the manufacturer’s specifications and the direction of the Engineer-in-Charge.The chute shall be a two-layer system made of 100% fire-retardant treated polyester material. The inner slide cloth shall have a thickness of 0.5 mm and the outer fabric shall have a thickness of 0.27 mm. The chute assembly must be supported by a flame-resistant polyester main belt with a minimum tensile strength of 2.5 tons. The system shall have a self-regulated descending speed of not more than 2 m/sec and an evacuation capacity of approximately 20 persons per minute. The item includes a waterproof cushioned capsule at the exit for a smooth landing.Note:1) The quoted rate shall be inclusive of the chute, cushioned exit capsule, shackles, fasteners, and all necessary works for a complete installation. 2) The contractor shall submit JIS / other equivalent certification and the manufacturer’s technical data sheets for approval prior to supply.3) The chute should have material melting point of 400°C.
356	Providing, transporting ,erecting, assembling, operating and maintaining during the work, Gandola (Rope Suspended platform) of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards andas per manufacturer\"s specifications at required location, suitable for up to55.00 m height buildings, mounted on terrace of buildings, ofrequired sizes as per space avaibility/requirement of site for carrying out the breaking/grouting/repairing/plastering/painting works etc on existing structure, providing/submitting third party inspection certificate from approved third partysafety inspector for for each instastalation/shifttingof Gondala, providing necessory counter weight for stability of Gandola as per manufacturer\"s specifications, providing suitable cushion below the counter weight to avoid damage to waterproofing,providing and fixing ropes for lateral stability of Gondala platform, providing safety belt,helmet to all the workers along with additional fall arresters (rope/wire) to all the workers on board and removing/dismantaling the whole Gandola system safely after completion of all concerned activities as per work order, repairing and restoring original condition of all damaged part of structure such as RCC wall,brick wall, water proofing etc if any, all complete as per specification and as directed by Engineer in-Charge.
357	Gandola (Metal rope suspended platform) suitable for external breaking/grouting/repairing/plastering/painting works etc. on building of height up to height of 55 m with all inbuilt safety features.
358	Providing and fixing in position 50 mm thick Joint fillerboard of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards in expansion jointsto the required size and shape, placing and keeping in position complete as per specifications and drawings andas directed by the Engineer in charge.
359	Core cutting in RCC beyond 50 mm up to and including 100 mm Diameter
360	Core cutting in RCC beyond 100 mm up to and including 150 mm Diameter
361	Conducting hydro test for RCC underground tank including all necessary arrangements for filling and emptying the tank with potable water (to be supplied by the contractor) and providing pumping systems etc. including testing for leak tightedness as specified, grouting till satisfactory test results are achieved all as required as per specifications and as directed by the Engineer in-Charge.Note: Leak tightedness for underground liquid retaining structure has to be ensured in accordance with the latest version of IS: 3370 (Part I).
362	SECTION - O: Baseline Non Destructive Test (NDT)Conducting rebound hammer test as per BIS/ASTM standards etc. complete as directed by Engineer-in-Charge.
363	Conducting ultra sonic pulse velocities tests, at all locations prepared after chipping the plaster, on columns, beams and portal frames to assess the integrity of concrete as per BIS/ASTM specifications etc. complete as directed by Engineer-in-Charge.
364	Preparing the surface of RCC structural member such as beams, columns, slabs, water tank walls & slab etc. as per latest version of IS-516(Part 5/Sec 3) and conducting carbonation test at various depth complete as directed by Engineer-in-Charge.
365	Conducting half-cell potential meter test at all locations to assess the risk of corrosion including exposing the reinforcement for carrying out the test. The test shall be conducted as per BIS/ASTM specifications etc. complete as directed by Engineer-in-Charge. The quoted rate shall include charges for filling back areas chipped for exposing the reinforcement with polymer modified mortar. 5 Nos of potential observations taken at one location will form a unit for measurement purposes.
366	Conducting profometer scan at specified location of the structure for reinforcement steel location, size and cover measurement, etc. complete as directed by Engineer-in-Charge.
367	Extraction of concrete (75mm diameter) cores from locations specified and testing for crushing strength, water absorption & unit weight. The quoted rate shall include charges for filling back the core holes with polymer modified mortar and finishing etc. complete as directed by Engineer-in-Charge.
368	Preparation and submission of two copies of draft report as specified followed by five copies of final report along with a soft copy of the same on diskette covering Non Destructive test observations, analysis, interpretation and conclusions of NDT observations. Note: The rates quoted for baseline NDT tests viz. rebound hammer test, ultrasonic pulse velocity test, carbonation test, half cell potential test, profometer test, core strenth test shall include preparation of test area, making good the areas with polymer modified mortar, disposing off debris and necessary scaffolding arrangements for testing.
369	Providing and fixing Lead Sheet Flashing of size about 450 mm x 450 mm or as approved, made out of 1.5 mm thick lead sheets including forming to required shape, dressing, fixing to mouth of rain water pipes with necessary bitumen, cement mortar, providing C.I. grating etc. complete as per specification for rain water downtakes of size upto 150mm n.b. complete as directed by Engineer-in-Charge.
370	Extra for cement punning for all types of mixes complete all as per specifications and as directed by Engineer-in-Charge.
371	Extra for transportationof concrete from Concrete Batching Plant from inside BARC, Trombay premises, over & above of conventional site mixing of PCC/ RCC, for a distance exceeding 1 KM but not exceeding 3 KM, complete as per instruction of the Engineer-in-charge.Notes: 1)The rate shall apply for all levels and locations including all type of structure etc.2) The above item is not applicable for piling work.3) The above item will not be applicable for concrete transported from Concrete Batching Plant set up within 1 km of the work site, for which the contractor shall include in his cost.
372	Part- 2 : Electrical WorksSITC of 1250 kVA, 11/.433kV ONAN Transformers as per ETS1
373	SITC of 380 kVA DG set with AMF panel and accesories as per ETS2
374	SITC of 150 kVA Modular UPS set with battery bank as per ETS3
375	SITC of Main LT panel as per ETS4
376	SITC of Main Emergency panel as per ETS5
377	SITC of Main UPS panel as per ETS6
378	SITC of NPCC-1(Ground floor) as per ETS7
379	SITC of NPCC-2,3,4,5,6,7(2nd, 3rd, 4th, 5th, 6th & 7th floors) as per ETS8
380	SITC of NPCC-8,9(8th & 9th floors) as per ETS9
381	SITC of EPCC-1,3,7(1st, 3rd & 7th floors) as per ETS10
382	SITC of EPCC-2,4(2nd & 4th floors) as per ETS11
383	SITC of EPCC-5(5th Floor) as per ETS12
384	SITC of EPCC-6(6th Floor) as per ETS13
385	SITC of EPCC-8(8th Floor) as per ETS14
386	SITC of EPCC-9(9th Floor) as per ETS15
387	SITC of EPCC-10(Terrace Floor) as per ETS16
388	SITC of Main Fire MCC Panel as per ETS17
389	SITC of Local distribution panel for service building as per ETS18
390	Only installation, testing & Commissioning of of 11kV, 3C, Al cond, 400sqmm, HT cable as per ETS19
391	SITC of 1.1kV, 3.5Cx400sqmm, Al conductor cable as per ETS20
392	SITC of 1.1KV, 3.5C x 240 sq.mm Al Cond. XLPE cable as per ETS21
393	SITC of 1.1KV, 3Cx6 sq.mm Cu Cond. XLPE cable as per ETS22
394	SITC of 1.1KV, 3Cx50 sq.mm Cu Cond. XLPE cable as per ETS23
395	SITC of 1.1KV, 4Cx50 sq.mm Cu Cond. XLPE cable as per ETS24
396	SITC of 1.1KV, 4Cx25 sqmm AI Cond. XLPE cable as per ETS25
397	SITC of Control cable of size 19Cx2.5sqmm, Cu conductor as per ETS26
398	SITC of Control cable of size 6pairx2.5sqmm, Cu conductor as per ETS27
399	SITC of Control cable of size 4Cx2.5sqmm, Cu conductor as per ETS28
400	SITC of End termination of HT cable as per ETS29
401	SITC of End termination of 1.1kV, 3.5Cx400sqmm, Al conductor cable as per ETS30
402	SSITC of End termination of 1.1KV, 3.5C x 240 sq.mm Al Cond. XLPE cable as per ETS31
403	SITC of End termination of 1.1KV, 3Cx6 sq.mm Cu Cond. XLPE cable as per ETS32
404	SITC of End termination of 1.1KV, 3Cx50 sq.mm Cu Cond. XLPE cable as per ETS33
405	SITC of End termination of 1.1KV, 4Cx50 sq.mm Cu Cond. XLPE cable as per ETS34
406	SITC of End termination of 1.1KV, 4Cx25 sqmm AI Cond. XLPE cable as per ETS35
407	SITC of End termination of control cable of size 19Cx2.5sqmm, Cu conductor as per ETS36
408	SITC of End termination of control cable of size 6pairx2.5sqmm, Cu conductor as per ETS37
409	SITC of End termination of control cable of size 4Cx2.5sqmm, Cu conductor as per ETS38
410	SITC of Insulation mat as per ETS39
411	SITC of 450mm ladder cable tray as per ETS40
412	SITC of 450mm Perforated cable tray as per ETS41
413	SITC of 450mm raceway with cover as per ETS42
414	SITC of 300mm Perforated cable tray as per ETS43
415	SITC of 150mm Perforated cable tray as per ETS44
416	SITC of 16 passengers MRL Lift as per ETS45
417	SITC of 13 passengers MRL Lift as per ETS46
418	SITC of PA Rack with Platform as per ETS47
419	SITC of 6 zone PA controller as per ETS48
420	SITC of 480W Booster amplifier as per ETS49
421	SITC of 6W wall speaker with volume controller as per ETS50
422	SITC of 30W wall speaker as per ETS51
423	SITC of 6 zone call station as per ETS52
424	SITC of PA TB as per ETS53
425	SITC of Back Ground Music System as per ETS54
426	SITC of 6 loop Microprocessor based Intelligent Addressable Main Fire Alarm Control Panel as per ETS55
427	SITC of FA GUI 65\" LED display unit complete with all required hardware and GUI software as per ETS56
428	SITC of FA active repeater panel as per ETS57
429	SITC of multisensor detector as per ETS58
430	SITC of MCP as per ETS59
431	SITC of hooter as per ETS60
432	SITC of FA/PA cable as per ETS61
433	SITC of response indicator as per ETS62
434	SITC of addressable type Beam Detector with all accesories as per ETS63
435	SITC of Cross-section- 50 mm2 for Air termination Rod, down conductor and roof conductor as per ETS64
436	SITC of Parallel Connectors as per ETS65
437	SITC of Air-termination tip with MV clamp as per ETS66
438	SITC of Roof Conductor Holders as per ETS67
439	SITC of conductor Holder for down pipes with all accessories as per ETS68
440	SITC of Universal connector for down conductors as per ETS69
441	SITC of Connection Clamps for Steel/metal column as per ETS70
442	SITC of Down conductor Holder with all accessories as per ETS71
443	SITC of Lightening Strike counter as per ETS72
444	SITC of Type 1+2 SPD with all accessories as per ETS73
445	SITC of GI Earth Conductor/strip of size 25x6 as per ETS74
446	SITC of strip holder with slot size 25x6 as per ETS75
447	SITC ofUNI Disconnecting Clamps with intermediate plate for round and flat conductor (Test Link) as per ETS76
448	SITC of strip holder and Clamp to terminate the load on electrode as per ETS77
449	SITC of Copper bonded rod with Low carbon steel(Earth Electrode) as per ETS78
450	SITC of Anti-corrosion tape as per ETS79
451	SITC of Miantenance free Earthing station as per ETS80
452	SITC of Copper Earth conductor of Size 50x6 sqmm as per ETS81
453	SITC of Copper Earth conductor of Size 25x3 sqmm as per ETS82
454	SITC of Copper Earth conductor of Size 8 SWG as per ETS83
455	SITC of VTPN DB as per ETS84
456	SITC of 12 Way PPI DB as per ETS85
457	SITC of 8 way SPN DB as per ETS86
458	SITC of Pendant Lights as per ETS87
459	SITC of Recess mounted light(1200mmx300mm) as per ETS88
460	SITC of Recess mounted down lights of 150mm dia as per ETS89
461	SITC of 75mm dia spot lights as per ETS90
462	SITC of Ceiling suspended Linear light(1200mm(L)x50mm(W)x80mm(H)) as per ETS91
463	SITC of Ceiling suspended Profile light - Rectangle shape(2700mmx1500mm) as per ETS92
464	SITC of Bollard Lights as per ETS93
465	SITC of Ground Burial Lights as per ETS94
466	SITC of LED Batten as per ETS95
467	SITC of Strip Light as per ETS96
468	SITC of 70W flood light as per ETS97
469	SITC of Avaiation Light as per ETS98
470	SITC of Primary Power point on furniture as per ETS99
471	SITC of Primary Power point as per ETS100
472	SITC of Secondary Power point as per ETS101
473	SITC of Primary Switchbox point as per ETS102
474	SITC of Primary Light point as per ETS103
475	SITC of Secondary Light point as per ETS104
476	SITC of Primary Staircase lighting point as per ETS105
477	SITC of Secondary Staircase lighting point as per ETS106
478	SITC of AC point as per ETS107
479	SITC of UPVC FRLS HMS conduit along with all accessories required as per ETS108
480	SITC of GI Flexible conduit along with all accessories required as per ETS109
481	DLP Trunking as per ETS110
482	Floor Raceway as per ETS111
483	SITC of Push button station for Starters as per ETS112
484	SITC of 63A, MCCB in a box as per ETS113
485	SITC of 32A, MCCB in a box as per ETS114
486	Self Illuminated Signages as per ETS115
487	SITC of M.S. Box as per ETS116
488	SITC of Fire Sealant Material as per ETS117
489	Part- 3 : Mechanical WorksSITC of double-skin, modular, horizontal-type Air Handling Unit (AHU) of the following capacity, complete in all respects as per the Mechanical Technical Specification Sheet – 01.
490	Air flow rate : 10000 CFM at 50 mm of WC static pressure ; cooling capacity : 25 TR
491	Air flow rate : 8000 CFM at 50 mm of WC static pressure ; cooling capacity : 20 TR
492	SITC of double-skin, modular, ceiling suspended Air Handling Unit (AHU) of following capacity , complete in all respects as per the Mechanical Technical Specification Sheet – 02.
493	Air flow rate : 4000 CFM at 50 mm of WC static pressure ; cooling capacity : 10 TR
494	Air flow rate : 6000 CFM at 50 mm of WC static pressure ; cooling capacity : 15 TR
495	SITC of double-skin, modular, vertical / 2-tier type Air Washer Unit (AWU) of Air flow rate : 1500 CFM at 50 mm of WC static pressure, complete in all respects as per the Mechanical Technical Specification Sheet – 03.
496	SITC of Mild Steel, backward-curved, cabinet/inline type mixed air flow fan-motor set of Air flow rate : 10000 CFM at 75 mm of WC static pressure, complete in all respects as per the Mechanical Technical Specification Sheet – 04.
497	SITC of Mild Steel, backward-curved axial/mixed air flow fan-motor set of the following capacity, complete in all respects as per the Mechanical Technical Specification Sheet – 05.
498	Air flow rate : 21000 CFM at 25 mm of WC static pressure
499	Air flow rate : 28000 CFM at 40 mm of WC static pressure
500	Air flow rate : 18000 CFM at 25 mm of WC static pressure
501	Air flow rate : 11000 CFM at 25 mm of WC static pressure
502	Air flow rate : 5500 CFM at 75 mm of WC static pressure
503	SITC of Mild Steel, backward-curved inline mixed air flow fan-motor set of Air flow rate : 6000 CFM at 75 mm of WC static pressure, complete in all respects as per the Mechanical Technical Specification Sheet – 06.
504	SITC of pre-fabricated, duct mounted, electrical heater boxes of following capacities complete with finned tubular heater, control panels and safety interlocks as per Mechanical Technical Specification Sheet - 07.
505	4 kW
506	3.5 kW
507	1.5 kW
508	SITC of stainless steel kitchen exhaust hood of size 2600 mm x 1800 mm with grease filter and drain as per Mechanical Technical Specification Sheet - 08.
509	SITC of fresh air intake filters of size 600 mm x 600 mm x 50 mm or suitable with housing as per Mechanical Technical Specification Sheet – 09.
510	SITC of pre-fabricated, angle flanged air ducts of the following materials & thicknesses as per Mechanical Technical Specification Sheet - 10.
511	1.2 mm thick Aluminium sheet duct
512	0.8 mm thick GI sheet duct
513	1.0 mm thick GI sheet duct
514	1.2 mm thick GI sheet duct
515	SITC of 1.6 mm thick Stainless Steel 304L air ducts in welded construction as per Mechanical Technical Specification Sheet - 11.
516	SITC of fire and smoke dampers of the following sizes, complete with on/off type actuator, sensor, controller, alarm, indicator, and other necessary accessories, as per Mechanical Technical Specification Sheet – 12.
517	850 mm x 650 mm
518	950 mm x 400 mm
519	800 mm x 450 mm
520	850 mm x 600 mm
521	400 mm x 400 mm
522	450 mm x 300 mm
523	800 mm x 600 mm
524	900 mm x 500 mm
525	1050 mm x 350 mm
526	1350 mm x 500 mm
527	1100 mm x 550 mm
528	950 mm x 500 mm
529	350 mm x 300 mm
530	750 mm x 400 mm
531	1100 mm x 500 mm
532	SITC of motorized, multi-louvered, opposed blade volume control dampers of the size 300 mm x 300 mm in extruded aluminium construction, complete with modulating actuator, limit switches, and other necessary accessories, as per Mechanical Technical Specification Sheet – 13.
533	SITC of manually operated, multi-louvered, opposed blade volume control dampers of various sizes in extruded aluminium construction, as per Mechanical Technical Specification Sheet – 14.
534	SITC of gravity-operated, multi-louveredbackdraft dampers of various sizes inextruded aluminium construction, as per Mechanical Technical Specification Sheet – 15.
535	Supply and installation of air louvers made of extruded aluminium construction with stainless steel wire mesh, in various sizes, as per Mechanical Technical Specification Sheet - 16.
536	Supply and installation of air grilles/diffusers with volume control dampers in extruded aluminium construction of various types and sizes, as per Mechanical Technical Specification Sheet – 17.
537	Linear slots diffuser for supply air
538	Linear bar grille for return / exhaust air
539	Air Diffusers
540	SITC of variable air volume diffusers of size 300 mm x 300 mmin extruded aluminium construction, as per Mechanical Technical Specification Sheet – 18.
541	SITC of vertical inline centrifugal pump-motor sets of the following capacities, with all standard accessories, as per Mechanical Technical Specification Sheet - 19.
542	3000 LPM at 65 m WC
543	550 LPM at 65 m WC
544	180 LPM at 120 m WC
545	350 LPM at 60 m WC
546	SITC of end suction fire pump-motor sets of following head and capacity, with all standard accessories, as per Mechanical Technical Specification Sheet - 20.
547	Flow 2850 LPM at 150 m WC
548	Flow 2850 LPM at 120 m WC
549	SITC of diesel engine-driven end suction fire pump-engine sets of 2850 LPM at 150 m WC, withfuel tank, control panel, and all standard accessories, as per Mechanical Technical Specification Sheet - 21.
550	Design and SITC of Mild Steel (MS) surge tank of capacity 1500 litre with accessories for fire water application as per Mechanical Technical Specification Sheet-22.
551	SITC of Schedule-40, seamless, hot-dip galvanised carbon steel piping of the following sizes complete with fittings, gaskets, fasteners, and other necessary accessories, as per Mechanical Technical Specification Sheet - 23.
552	NB 300 mm
553	NB 250 mm
554	NB 200 mm
555	NB 150 mm
556	NB 100 mm
557	NB 80 mm
558	NB 65 mm
559	NB 50 mm
560	NB 40 mm
561	NB 25 mm
562	SITC of class K-9, bitumen-coated, cement mortar-lined, ductile iron piping of the following sizes complete with fittings, gaskets, fasteners, and other necessary accessories, as per Mechanical Technical Specification Sheet - 24.
563	DN 250 mm
564	DN 100 mm
565	DN 80 mm
566	SITC of thermally insulated, PVC Piping of NB 32 mm size complete with fittings, gaskets, fasteners, and other necessary accessories, as per Mechanical Technical Specification Sheet - 25.
567	SITC of flanged end, PN-25, flexible rubber bellows of following sizes complete with counter flanges, gaskets, fasteners and all necessary accessories as per Mechanical Technical Specification Sheet - 26.
568	DN 250 mm
569	DN 200 mm
570	DN 150 mm
571	DN 100 mm
572	DN 80 mm
573	SITC of flanged end, Class-150, Cast Steel (CS) Gate Valves of following sizes, complete with matching counter flanges,gaskets, bolts, nuts, washers, and all necessary accessories, as per Mechanical Technical Specification Sheet - 27.
574	DN 300 mm
575	DN 250 mm
576	DN 200 mm
577	DN 150 mm
578	DN 100 mm
579	DN 80 mm
580	DN 50 mm
581	SITC of lug type PN-16, Cast Steel (CS) Butterfly Valves of following sizes, complete with matching counter flanges,gaskets, bolts, nuts, washers, and all necessary accessories, as per Mechanical Technical Specification Sheet - 28.
582	DN 250 mm
583	DN 100 mm
584	DN 80 mm
585	DN 65 mm
586	SITC of lug type PN-16,, Cast Steel (CS) Motorized Butterfly Valves of following sizes, complete with matching counter flanges,gaskets, bolts, nuts, washers, and all necessary accessories, as per Mechanical Technical Specification Sheet -29.
587	DN 100 mm
588	DN 65 mm
589	SITC of flanged end, Class-150, Cast Steel (CS) Globe Valves of sizes DN 65 mm, complete with matching counter flanges,gaskets, bolts, nuts, washers, and all necessary accessories, as per Mechanical Technical Specification Sheet - 30.
590	SITC of flanged end, Class-150, Cast Steel (CS) Y-Strainers of following size, complete with matching counter flanges,gaskets, bolts, nuts, washers, and all necessary accessories, as per Mechanical Technical Specification Sheet - 31.
591	DN 250 mm
592	DN 100 mm
593	SITC of flanged end, Class-150 or PN-16, Cast Steel (CS) Duel Plate Non Return Valves of following size complete with matching counter flanges,gaskets, bolts, nuts, washers, and all necessary accessories, as per Mechanical Technical Specification Sheet - 32.
594	DN 250 mm
595	DN 150 mm
596	DN 80 mm
597	DN 50 mm
598	SITC of flanged end, Class-150, Cast Iron / Ductile Iron 3-way ball valves of sizes DN 65 mm, complete with modulating actuator, counter flanges, gaskets, bolts, nuts, washers and compatible with PID controller and/or BMS system as per Mechanical Technical Specification Sheet - 33.
599	SITC of threaded end, PN-16, Stainless Steel (SS) Ball Valves of following sizes complete with gaskets and all necessary accessories, as per Mechanical Technical Specification Sheet -34.
600	DN 40 mm
601	DN 25 mm
602	SITC of flanged end, PN-16,Automatic Air Valves of following sizes, complete with socket, gasket and all necessary accessories, as per Mechanical Technical Specification Sheet -35.
603	Cast Iron DN 50 mm
604	Brass DN 25 mm
605	SITC of flanged end, Cast Iron Foot Valve of size DN 150 mm, complete with counter flange,gaskets, bolts, nuts, washers, and all necessary accessories, as per Mechanical Technical Specification Sheet -36.
606	SITC of GM spring safety valve of size DN 40mm, pressure rating PN-10 complete with gaskets and all necessary accessories as per Mechanical Technical Specification Sheet - 37.
607	SITC of landing valve double head outletcomplete with accessories, as per Mechanical Technical Specification Sheet – 38.
608	SITC of zone control valve assembly including butterfly valve, flow switch, test and drain valve, pressure gauge with cock, sight glass and other necessary accessories as per Mechanical Technical Specification Sheet - 39.
609	SITC of fire alarm valve assembly including non return valve, flow switch, bypass and drain valve, pressure gauge with isolation valve, water gong bell, retard chamber and other necessary accessories, as per Mechanical Technical Specification Sheet- 40.
610	SITC of first-aid hose reelwith all accessories as per Mechanical Technical Specification Sheet - 41.
611	SITC of fire hose cabinet with hose pipe, branch pipe and other necessary accessories as per Mechanical Technical Specification Sheet - 42.
612	SITC of 4-Way Siamese Connection (breaching inlet) with non return valve and other accessories as per Mechanical Technical Specification Sheet - 43.
613	SITC ofExtended Coverage (EC) sprinkler heads with orifice and temperature element of suitable rating as per Mechanical Technical Specification Sheet - 44.
614	Upright type EC sprinklers
615	Pendent type EC sprinklers
616	SITC of 25 mm thick internal acoustic lining for ducts using open cell, flame retardant, fibre free, eco-friendly acoustic foam with protective facing as per Mechanical Technical Specification Sheet - 45.
617	SITC of 50 mm thick closed cell elastomeric foam (nitrile rubber) thermal insulation, on piping, valves, and pumps of the following sizes/types, complete with aluminium cladding over the insulated surface, as per Mechanical Technical Specification Sheet - 46.
618	3000 Lpm vertical inline pumps
619	550 LPM vertical inline pumps
620	NB 250 mm pipe
621	NB 200 mm pipe
622	NB 150 mm pipe
623	NB 100 mm pipe
624	NB 65 mm pipe
625	DN 250 mm butter fly valves
626	DN 250 mm Y-strainer
627	DN 250 mm non return valve
628	DN 100 mm gate valve
629	DN 100 mm butterfly valve
630	DN 100 mm Y-strainer
631	DN 80 mm Nosn return valve
632	DN 80 mm butterfly valves
633	DN 65 mm globe valve
634	DN 65 mm 3-way valve
635	DN 65 mm butterfly valve
636	SITC of 20 mm thick closed cell elastomeric foam (nitrile rubber) thermal insulation, onair ducts, dampers, duct flanges, etc. complete with aluminium cladding over the insulated surface, as per Mechanical Technical Specification Sheet - 47.
637	Supply of material and wrapping of 4 mm thick Bituminous based Anti Corrosive Sheets (pipe coating) all around NB 150 mm pipingas per Mechanical Technical Specification Sheet - 48.
638	Supply of material and providing of 50 mm TF quality thermocol insulation with chicken wire mesh, vapour barrier and sand cement plaster on following size chilled water pipe, valves and fittings as per Mechanical Technical Specification Sheet - 49.
639	NB 300 mm pipe
640	NB 250 mm pipe
641	NB 300 mm Gate Valve
642	Flat/ Curved Surfaces
643	SITC of modulating temperature controller with digital display, duct mounted temperature sensor and transmitter for 3-way valve modulation, as per Mechanical Technical Specification Sheet - 50.
644	SITC of modulating temperature controller with digital display, built in temperature sensor and transmitter for VAV diffuser modulation, as per Mechanical Technical Specification Sheet - 51.
645	SITC of duct mounted differential pressure transmitter (DPT) with a built-in sensor for monitoring and controlling air duct pressure through AHU VFDs , as per Mechanical Technical Specification Sheet - 52.
646	SITC of differential pressure transmitter (DPT) with a built-in sensor suitable for monitoring and controlling chilled water pipe line pressure through Pumps VFDs , as per Mechanical Technical Specification Sheet - 53.
647	SITC of humidity controller with sensor suitable for on/off operation of heater box , as per Mechanical Technical Specification Sheet - 54.
648	SITC of thermostat for on/off operation of heater box in the duct, as per Mechanical Technical Specification Sheet - 55.
649	SITC of duct mounted flow switch suitable for interlockingof heater box with air flow as per Mechanical Technical Specification Sheet - 56.
650	SITC of modulating controller with duct mounted Carbon Dioxide sensor for monitoring and controlling CO2 , as per Mechanical Technical Specification Sheet - 57.
651	SITC of Bourdon tube glycerine-filled pressure & Compound gauges of the following ranges, complete with syphoning tube, isolation valves, and other accessories, all in stainless steel construction, as per Mechanical Technical Specification Sheet - 58.
652	0 to 20 bar
653	0 to 10 bar
654	-1 to 5 bar
655	SITC of bimetal, dial type thermometer of 0 to 50 deg C complete with thermowell, thermic fluid, and other accessories, all in stainless steel construction, suitable as per Mechanical Technical Specification Sheet - 59.
656	SITC of flanges end electromagnetic flow meter of pressure rating PN-16suitable for following flow and size complete with matching counter flanges, fittings, sensors, andall necessary accessories, as per Mechanical Technical Specification Sheet - 60.
657	0-4000 LPM in DN 250
658	0-500 LPM in DN 65
659	SITC of Pressure Switches suitable for auto control of fire pumps complete with accessories as per Mechanical Technical Specification Sheet - 61.
660	SITC of Radar type level sensor with controller for on/off operation of motorised valves as per Mechanical Technical Specification Sheet - 62.
661	SITC of float type level sensor with controller for on/off operation of pumps as per Mechanical Technical Specification Sheet - 63.
662	Supply, fabrication, installation and painting of Mild Steel (MS)structural work using angles, channels, plates, bars, pipes, joists and other sections, welded/bolted for trusses, steel frames, supports, and embedded parts,as per Mechanical Technical Specification Sheet - 64.
663	Supply, fabrication, and installation of hot-dip galvanized Mild Steel (MS)structural work using angles, channels, plates, bars, pipes, joists and other sections, welded/bolted for trusses, steel frames, duct flanges, supports, and embedded parts,as per Mechanical Technical Specification Sheet - 65.
664	SITC of air conditioning equipment of following nominal capacities as per Mechanical Technical Specification Sheet - 66.
665	Air conditioners of 4TR Nominal capacity
666	High wall mounted split type air conditioners of 2TR Nominal capacity
667	High wall mounted split type air conditioners of 1.5TR Nominal capacity
668	Supply and installation of refrigeration quality copper tubing of minimum 24 gauge thick along with sleeve type insulation wrapped with monsoon tape (each running meter ofcopper tubes will consists of one meter each of suction and discharge line together along with insulation) required for installation of split air conditioners of following capacities at site as per Mechanical Technical Specification Sheet - 67.
669	Copper tubing forair conditioners of 4TR Nominal capacity
670	Copper tubing for high wall mounted split type air conditioners of 2TR Nominal capacity
671	Copper tubing for high wall mounted split type air conditioners of 1.5TR Nominal capacity
672	Supply and laying of condensate drain pipe of following sizes as per Mechanical Technical Specification Sheet - 68.
673	Reinforced flexible PVC pipe of 16 mm nominal bore
674	Rigid PVC pipe of 25 mm nominal size
675	Supply and installation of casing - capping (PVC trunking) of 100 x 50 mm size for enclosing refrigeration tubing, condensate drain piping and electrical cable as per Mechanical Technical Specification Sheet - 69.
676	Supply and installation of 600 mm x 600 mm size plenum access door for inspection and maintenanceas per Mechanical Technical Specification Sheet - 70.
677	Supply of material and making interconnection with main chilled water header with NB 300 mm pipe line as per Mechanical Technical Specification Sheet-71
678	Supply of material and fabrication of Stainless Steel pipe EP for water tanks of various sizes as per Mechanical Technical Specification Sheet-72.
679	SITC of timer control box for auto on-off operation of 4TR unitary AC as per Mechanical Technical Specification Sheet-73.
680	SITC of 2T capacity motorised moNosrail hoist as per Mechanical Technical Specification Sheet-74
681	SITC of Ductile Iron fittings such as Tee, bend, elbows, socket & tail piece etc. of various sizes as per site requirement and Mechanical Technical Specification Sheet-75.
682	SITC of flanged end, Class-150, Cast Steel (CS) Swing Check Non Return Valves of size NB 150 mm complete with matching counter flanges,gaskets, bolts, nuts, washers, and all necessary accessories, as per Mechanical Technical Specification Sheet - 76.
683	Part - 4 : LAN Tools and Switches WorkSupply and Configuration of \"Set of basic lan testing tools, accessories and allied items\" having specifications and requirements as per LA_TSS01
684	Supply and Configuration of \"LAN cable verifier with Wire map, PoE tester & cable length\" having specifications and requirements as per LA_TSS02
685	Supply and Configuration of \"LAN cable performance analyser\" having specifications and requirements as per LA_TSS03
686	Supply and Configuration of \"Visual fault locator for fiber cable\" having specifications and requirements as per LA_TSS04
687	Supply and Configuration of \"Optical time-domain reflectometer (OTDR) \" having specifications and requirements as per LA_TSS05
688	Supply and Configuration of \"Power Meter with Source\" having specifications and requirements as per LA_TSS06
689	Supply and Configuration of \"Light weight portable network troubleshooting terminals\" having specifications and requirements as per LA_TSS07
690	Supply and Configuration of \"Label printer with multiple cartridges\" having specifications and requirements as per LA_TSS08
691	Supply, Installation, Testing and Commissioning of \"L3 Core Switches\" having specifications and requirements as per LA_TSS09
692	Supply, Installation, Testing and Commissioning of \"L3 Distribution Switches\" having specifications and requirements as per LA_TSS10
693	Supply, Installation, Testing and Commissioning of \"L2 Access Switches\" having specifications and requirements as per LA_TSS11
694	Supply, Installation, Testing and Commissioning of \"L2 PoE Access Switches\" having specifications and requirements as per LA_TSS12
695	Part - 5 : LAN Cabling WorkSITC of 42U floor mounted rackas per specifications and requirements mentioned in LP_TSS1
696	SITC of 15U wall mounted rackas per specifications and requirements mentioned in LP_TSS2
697	SITC of Cat 6A patch Panelas per specifications and requirements mentioned in LP_TSS3
698	SITC of Cat 6A cableas per specifications and requirements mentioned in LP_TSS4
699	SITC of 48 Port LIUas per specifications and requirements mentioned in LP_TSS5
700	Splicing of 48 Core Single Mode Fiber Cable as per specifications and requirements mentioned in LP_TSS6
701	SITC of Telephone Krone rack mountableas per specifications and requirements mentioned in LP_TSS7
702	SITC of Telephone Krone MDF as per specifications and requirements mentioned in LP_TSS8
703	SITC of Copper Patch Cords of 1m lengthas per specifications and requirements mentioned in LP_TSS9
704	SITC of Copper Patch Cords of 2m lengthas per specifications and requirements mentioned in LP_TSS10
705	SITC of Copper Patch Cords of 3m lengthas per specifications and requirements mentioned in LP_TSS11
706	SITC of OFC Patch Cords of 1m lengthas per specifications and requirements mentioned in LP_TSS12
707	SITC of OFC Patch Cords of 2m lengthas per specifications and requirements mentioned in LP_TSS13
708	SITC of OFC Patch Cords of 3m lengthas per specifications and requirements mentioned in LP_TSS14
709	SITC of OFC Patch Cords of 5m lengthas per specifications and requirements mentioned in LP_TSS15
710	SITC of OFC Patch Cords of 10m lengthas per specifications and requirements mentioned in LP_TSS16
711	SITC of MS platform for server rackas per specifications and requirements mentioned in LP_TSS17
712	SITC of MS platform for server rackas per specifications and requirements mentioned in LP_TSS18
713	SITC of Quad Data pointsas per specifications and requirements mentioned in LP_TSS19
714	SITC of Dual Data pointsas per specifications and requirements mentioned in LP_TSS20
715	SITC of 48 core Optical fibre cable in existing HDPE pipe/ undergroundas per specifications and requirements mentioned in LP_TSS27
716	SITC of 48 core Optical fibre cable on wall/Trench/MS Support etcas per specifications and requirements mentioned in LP_TSS28
717	Supply and installation of 100 mm dia PLB HDPE pipe as per specifications and requirements mentioned in LP_TSS29
718	Supply and installation of cast aluminium cable marker with concrete base and GI pipe etc as per specifications and requirements metioned in LP_TSS30
719	SITC of Straight joint of 48 Core Single Mode fibre cable with respective cable kits as per specifications and requirements mentioned in LP_TSS31
720	SITC of Single Data Pointsas per specifications and requirements mentioned in LP_TSS32
721	SITC of Armoured Cat 6A Cableas per specifications and requirements mentioned in LP_TSS33
722	Supply and Installation of \"Powder coated M.S. items (raceways, junctions boxes and other accessories) as per dimensions finalised by EIC at site specially for embedment in/on floor, in/on walls, behind/under panelling to be used for Audio Visual system\" having specifications and requirements as per PAV_TSS01
723	Part - 6 : PPS WORKSSITC ofIP Indoor ONVIF Dome Cameraas per PPS_TSS1
724	SITC of Outdoor Bullet Camera as per PPS_TSS2
725	SITC of Outdoor PTZ Camera as per PPS_TSS3
726	SITC of PoE 24 port L2 Network Switch with 4 Nos. 10G port with 10G SFP module with built in power supply as per PPS_TSS4
727	SITC of 24 port L3 Network Switch with 4 Nos. 10G port with 10G SFP module with built in power supply as per PPS_TSS5
728	SITC of Video Management cum Recording Server as per PPS_TSS6
729	SITC of CCTV Client Workstation with Graphics Card as per PPS_TSS7
730	SITC of 24 x 7 Display 42 inch with wall mount as per PPS_TSS8
731	SITC of PPS Console and Video Wall frame (without Display Panels) as per PPS_TSS9
732	SITC of 42 U Network Rack with base structure with back and front double door with PDB, MCB, ELCB in PPS Rooms 1, 2 as per PPS_TSS10
733	SITC of 9U Indoor Network Rack as per PPS_TSS11
734	SITC of 8 Port PoE L2 Switch as per PPS_TSS12
735	SITC of Network Video Recorder as per PPS_TSS13
736	SITC ofIntegrated Face + RFID Reader with door electric Strike, Proximity type Exit Switch power supply as per PPS_TSS14
737	SITC of Video Management Software camera licences as per PPS_TSS15
738	SITC of Access Control System Software License as per PPS_TSS16
739	SITC of Cat 6 Rodent Resistant Cable as per PPS_TSS17
740	SITC of Electronic Key Cabinet System as per PPS_TSS18
741	Part - 7 : Wireless and VNAS Works Supply and installation of LMR 400 co-axial cable for VHF base set 100 m - Technical specifications as per -A1
742	Supply and Installation of Vehicle Number Announcement System - Technical specifications as per - A2
743	Part- 8 : RFID WorksRFID Readers with compatible GANG box, power supplyand metal enclosure for Identity Validator System--Technical specifications as per - B1
744	Panel PC with wall mount forEmployee details Display System-Technical specifications as per - B2
745	All-in-one PC with table mount for Gate Pass System-Technical specifications as per - B3
746	Black and White Laser Printer for Gate Pass System-Technical specifications as per - B4
747	BLE Beacon Gateway -Technical specifications as per - B5
748	Part- 9 : Area Gamma Monitor Supply installation Testing and commissioning of area gamma monitor as per technical specification C1

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